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HomeMy WebLinkAboutSpyglass Traffic Study Appendix 2007 Appendices Appendix A—Glossary of Transportation Terms Appendix B —Traffic Count Worksheets Appendix C — Explanation and Calculation of Intersection Delay Appendix D—Traffic Signal Warrant Worksheets Appendix E — Project(Commercial) Alternative Traffic Analysis APPENDIX A Glossary of Transportation Terms GLOSSARY OF TRANSPORTATION TERMS COMMON ABBREVIATIONS AC: Acres ADT: Average Daily Traffic Caltrans: California Department of Transportation DU: Dwelling Unit ICU: Intersection Capacity Utilization LOS: Level of Service TSF: Thousand Square Feet V/C: Volume/Capacity VMT: Vehicle Miles Traveled TERMS AVERAGE DAILY TRAFFIC: The total volume during a year divided by the number of days in a year. Usually only weekdays are included. BANDWIDTH: The number of seconds of green time available for through traffic in a signal progression. BOTTLENECK: A constriction along a travelway that limits the amount of traffic that can proceed downstream from its location. CAPACITY: The maximum number of vehicles that can be reasonably expected to pass over a given section of a lane or a roadway in a given time period. CHANNELIZATION: The separation or regulation of conflicting traffic movements into definite paths of travel by the use of pavement markings, raised islands, or other suitable means to facilitate the safe and orderly movements of both vehicles and pedestrians. CLEARANCE INTERVAL: Nearly same as yellow time. If there is an all red interval after the end of a yellow, then that is also added into the clearance interval. CORDON: An imaginary line around an area across which vehicles, persons, or other items are counted (in and out). CYCLE LENGTH: The time period in seconds required for one complete signal cycle. CUL-DE-SAC STREET: A local street open at one end only, and with special provisions for turning around. DAILY CAPACITY: The daily volume of traffic that will result in a volume during the peak hour equal to the capacity of the roadway. DELAY: The time consumed while traffic is impeded in its movement by some element over which it has no control, usually expressed in seconds per vehicle. DEMAND RESPONSIVE SIGNAL: Same as traffic-actuated signal. DENSITY: The number of vehicles occupying in a unit length of the through traffic lanes of a roadway at any given instant. Usually expressed in vehicles per mile. DETECTOR: A device that responds to a physical stimulus and transmits a resulting impulse to the signal controller. DESIGN SPEED: A speed selected for purposes of design. Features of a highway, such as curvature, superelevation, and sight distance (upon which the safe operation of vehicles is dependent) are correlated to design speed. DIRECTIONAL SPLIT: The percent of traffic in the peak direction at any point in time. DIVERSION: The rerouting of peak hour traffic to avoid congestion. FORCED FLOW: Opposite of free flow. FREE FLOW: Volumes are well below capacity. Vehicles can maneuver freely and travel is unimpeded by other traffic. GAP: Time or distance between successive vehicles in a traffic stream, rear bumper to front bumper. HEADWAY: Time or distance spacing between successive vehicles in a traffic stream, front bumper to front bumper. INTERCONNECTED SIGNAL SYSTEM: A number of intersections that are connected to achieve signal progression. LEVEL OF SERVICE: A qualitative measure of a number of factors, which include speed and travel time, traffic interruptions, freedom to maneuver, safety, driving comfort and convenience, and operating costs. LOOP DETECTOR: A vehicle detector consisting of a loop of wire embedded in the roadway, energized by alternating current and producing an output circuit closure when passed over by a vehicle. MINIMUM ACCEPTABLE GAP: Smallest time headway between successive vehicles in a traffic stream into which another vehicle is willing and able to cross or merge. MULTI-MODAL: More than one mode; such as automobile, bus transit, rail rapid transit, and bicycle transportation modes. OFFSET: The time interval in seconds between the beginning of green at one intersection and the beginning of green at an adjacent intersection. PLATOON: A closely grouped component of traffic that is composed of several vehicles moving, or standing ready to move, with clear spaces ahead and behind. ORIGIN-DESTINATION SURVEY: A survey to determine the point of origin and the point of destination for a given vehicle trip. PASSENGER CAR EQUIVALENTS (PCE): One car is one Passenger Car Equivalent. A truck is equal to 2 or 3 Passenger Car Equivalents in that a truck requires longer to start, goes slower, and accelerates slower. Loaded trucks have a higher Passenger Car Equivalent than empty trucks. PEAK HOUR: The 60 consecutive minutes with the highest number of vehicles. PRETIMED SIGNAL: A type of traffic signal that directs traffic to stop and go on a predetermined time schedule without regard to traffic conditions. Also, fixed time signal. PROGRESSION: A term used to describe the progressive movement of traffic through several signalized intersections. SCREEN-LINE: An imaginary line or physical feature across which all trips are counted, normally to verify the validity of mathematical traffic models. SIGNAL CYCLE: The time period in seconds required for one complete sequence of signal indications. SIGNAL PHASE: The part of the signal cycle allocated to one or more traffic movements. STARTING DELAY: The delay experienced in initiating the movement of queued traffic from a stop to an average running speed through a signalized intersection. TRAFFIC-ACTUATED SIGNAL: A type of traffic signal that directs traffic to stop and go in accordance with the demands of traffic, as registered by the actuation of detectors. TRIP: The movement of a person or vehicle from one location (origin) to another (destination). For example, from home to store to home is two trips, not one. TRIP-END: One end of a trip at either the origin or destination; i.e. each trip has two trip-ends. A trip-end occurs when a person, object, or message is transferred to or from a vehicle. TRIP GENERATION RATE: The quality of trips produced and/or attracted by a specific land use stated in terms of units such as per dwelling, per acre, and per 1,000 square feet of floor space. TRUCK: A vehicle having dual tires on one or more axles, or having more than two axles. UNBALANCED FLOW: Heavier traffic flow in one direction than the other. On a daily basis, most facilities have balanced flow. During the peak hours, flow is seldom balanced in an urban area. VEHICLE MILES OF TRAVEL: A measure of the amount of usage of a section of highway, obtained by multiplying the average daily traffic by length of facility in miles. APPENDIX B Traffic Count Worksheets COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LEISS74AM N/S:1-15 SOUTHBOUND RAMPS Site Code :5100643 ENV:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :1 Groups ted-T AL VOLUME 1-15 SOUTHBOUND OFF 1-15 SOUTHBOUND ON CENTRAL AVENUE/SR-74 CENTRAL AVENUE/SR-74 SwRAMthbo P Westbound RAC Eastbound NorthStart Time Left I Thru I Right I AV,.r Left Thru I Right I Apo.Tow Left I Thin I Ri ht Lett Thtu Ri t row w.Taal Factor I. 1 1.01 1.01 - 1.01 1,01 1,01 1.01 1.01 1.01 1.01 1.01 1.0 06:45 AM 57 2 IS 74 65 214 0 279 0 0 0 0 0 121 91 212 565 Total 57 2 15 74 65 214 0 279 0 0 0 0 0 121 91 212 565 07:00 AM 53 0 10 63 60 206 0 266 0 0 0 0 0 109 111 220 549 07:15 AM 52 0 25 77 56 204 0 260 0 0 0 0 0 131 104 235 572 07:30 AM 54 1 20 75 57 219 0 276 0 0 0 0 0 138 121 259 610 07:45 AM 51 0 25 76 57 255 0 312 0 0 0 0 0 115 112 227 615 Total 210 1 80 291 230 884 0 1114 0 0 0 0 0 493 448 941 2346 08:00 AM 44 0 24 68 53 228 0 281 0 0 0 0 0 109 103 212 561 08:15 AM 44 1 13 58 55 197 0 252 0 0 0 0 0 103 100 203 513 08:30 AM 53 0 19 72 89 168 0 257 0 0 0 0 0 69 95 164 493 Grand Total 408 4 151 563 492 1691 0 2183 0 0 0 0 0 895 837 1732 4478 Apprch% 72.5 0.7 26.8 22.5 77.5 0 0 0 0 0 51.7 48.3 Total% 9.1 0.1 3.4 12.6 11 37.8 0 48.7 0 0 0 0 0 20 18.7 38.7 1-15 SOUTHBOUND OFF CENTRAL AVENUE/SR-74 1-15 SOUTHBOUND ON CENTRAL AVENUE/SR-74 RAW Southbou d Westbound RAMP Northbound Eastbound Start Time Lett I Thru I iit Am.Ta i Lcft I Thru Nght Aw T.W Left Thru I Right App,row Left ThIM Right A Im Taal Peak Hour Analysis From 06:45 AM to 08:30 AM-Peak I of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 52 0 25 77 56 204 0 260 0 0 0 0 0 131 104 235 572 07:30 AM 54 1 20 75 57 219 0 276 0 0 0 0 0 138 121 259 610 07:45 AM 51 0 25 76 57 255 0 312 0 0 0 0 0 115 112 227 615 08:00 AM 44 0 24 68 53 228 0 281 0 0 Q 0 0 109 103 212 561 Total Volume 201 1 94 296 223 906 0 1129 0 0 0 0 0 493 440 933 2358 %App.Total 67.9 0.3 31.8 19.8 80.2 0 0 0 0 0 52.8 47.2 PHF 31 .250 .940 .961 1 .978 .88 .000 .000 .000 .000 .000 93 1 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92657 CITY OF LAKE ELSINORE 951-247.6716 File Name :LE15S74AM N/S:1-15 SOUTHBOUND RAMPS Site Code :5100643 E/W.CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :2 1-15 SOUTHBOUND OFF RAMP In Total 1 L4 Peak Hour Data or m North t4 W a --► Peak Hour ftons at 07:15 AM �2 g 3 m z TOTAL VOLUME U LLLJJJ +, T r Left RI M 0 0 ® 8 4 Out In Toted IN RAM Peak Hour Analysis From 06:45 AM to 08:30 AM-Peak 1 of 1 Peak Hour for Each Atwroach Beeins at: 07:15 AM 07:15 AM 06:45 AM 07:00 AM +0 Ming. 52 0 25 77 56 204 0 260 0 0 0 0 0 109 111 220 +15 Ming. 54 1 20 75 57 219 0 276 0 0 0 0 0 131 104 235 +30 Ming. 51 0 25 76 57 255 0 312 0 0 0 0 0 138 121 259 +45 Ming. 44 0 24 68 53 228 0 281 0 0 0 0 0 115 112 227 Total Volume 201 1 94 296 223 906 0 1129 0 0 0 0 0 493 448 941 %App.Total 67.9 0.3 31.8 19.8 80.2 0 0 0 0 0 52.4 47. PHF 931 50 .940 .961 .978 8 8 .000 .905 .000 .000 .000 .000 .893 .926 .908 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE15874PM N/S: 1-15 SOUTHBOUND Site Code :5100643 EAN:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :1 Grows -TOT VOLUME f-15 SOUTHBOUND OFF 1-15 SOUTHBOUND ON CENTRAL AVENUE/SR-74 CENTRAL AVENUE!SR-74 SoutRAMP Westbound RAMP Northbound Eastbound Start Time Left Thru Ri t Tow Lcft Ttuu Ri t roar Left Thnt Ri t r«.r Left Thnr Ri t row hu.Tout 04:00 PM 89 0 15 104 64 235 0 299 0 0 0 0 0 160 106 266 669 04:15 PM 74 1 13 88 79 234 0 313 0 0 0 0 0 146 108 254 655 04:30 PM 89 0 24 113 78 254 0 332 0 0 0 0 0 158 107 265 710 04:45 PM 95 1 10 106 73 253 0 326 0 0 0 0 0 36 113 49 6" Total 347 2 62 411 294 976 0 1270 0 0 0 0 0 600 434 1034 2715 05:00 PM 96 1 15 112 70 221 0 291 0 0 0 0 0 167 116 283 686 05:15 PM 76 0 17 93 76 240 0 316 0 0 0 0 0 163 116 279 688 05:30 PM 86 1 10 97 85 225 0 310 0 0 0 0 0 136 101 237 644 05:45 PM 67 0 9 76 60 245 0 305 0 0 0 0 0 123 102 225 606 Total 325 2 51 378 291 931 0 1222 0 0 0 0 0 589 435 1024 2624 Grand Total I 672 4 113 789 585 1907 0 2492 0 0 0 0 4 0 1189 869 2058 I 5339 Apprch% 85.2 0.5 14.3 23.5 76.5 0 0 0 0 I 0 57.8 42.2 Total% 12.6 0.1 2.1 14.8 11 35.7 0 46.7 0 0 0 0 0 22.3 16.3 38.5 1-15 SOUTHBOUND OFF 1-15 SOUTHBOUND ON CENTRAL AVENUE/SR-74 CENTRAL AVENUE/SR-74 RAMP Soudt d Westbound RAMP Northbound Eastbound Start Time Left Thru t roar t A T Left Thm Ri t .Tow Left Thru t Tom w.Tow Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak I of I Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 89 0 24 113 78 254 0 332 0 0 0 0 0 158 107 265 710 04:45 PM 95 1 10 106 73 253 0 326 0 0 0 0 0 136 113 249 681 05:00 PM % 1 15 112 70 221 0 291 0 0 0 0 0 167 116 283 686 05:15 PM 76 0 17 93 76 240 0 31 0 0 0 0 163 116 279 688 Total Volume 356 2 66 424 297 968 0 1265 0 0 0 0 0 624 452 1076 2765 %App.Total 84 0.5 15.6 23.5 76.5 0 0 0 0 0 58 42 PHF 927 5 .688 .9 2 95 .000 .000 34 4 1 .974 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE15S74PM N/S: 1-15 SOUTHSOUND Site Code :5100643 ENV:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :2 I-iS SOLITHBOUND OFF RAMP 1 IQW Thfu T 1 `L+ Peak Hour Data ms T �� w � Nosh Z > ---► Peak How Begins at 04:30 PM Q 2 m Z TaTAL VOLUME Z +a� X iy �4X UJ U +^ *-, T F+ Tha R h 0 0 Out In Total LIS-90LITHRMIND ON RAMP Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Appmach Begins at: 04:30 PM 04:OD PM 0400 PM 04:30 PM +0 mins. 89 0 . 24 113 64 235 0 299 0 0 0 0 0 158 107 265 +15 mins. 95 1 10 106 79 234 0 313 0 0 0 0 0 136 113 249 +30 mins. 96 1 15 112 78 254 0 332 0 0 0 0 0 167 116 283 +45 mins. 76 0 17 93 73 253 0 326 0 0 0 0 0 163 116 279 Total Volume 356 2 66 424 294 976 0 1270 0 0 0 0 0 624 452 1076 %A22.Total 84 0.5 15.6 23.1 76.9 0 0 0 0 0 58 42 PHF 927 .500 .688 .938 .930 .9 .000 .956 .000 .060 .060 .000 .000 .934 .974 .951 INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: MAIN ST EAST-WEST STREET: I-15 SB RAMPS DATE: 05-19-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 07:OOAM NORTH LEG TOTAL: 539 448 91 Total 96 9 1st 127 25 2nd 99 26 3rd 126 31 4th Rt Thru Lt EAST LEG TOTAL: 0 Rt Thru Total 1st 2nd 3rd 4th Lt 6 1 1 2 2 Lt 1st 2nd 3rd 4th Total 2 1 0 0 1 Thru 106 22 22 31 31 Rt WEST LEG TOTAL: 114 PEAK HOUR FACTORS NORTH LEG = 0.86 Lt Thru Rt SOUTH LEG = 0.84 EAST LEG = 1st 32 66 WEST LEG = 0.84 2nd 34 87 ALL LEGS = 0.89 3rd 43 108 4th 47 89 Total 156 350 TOTAL: 506 SOUTH LEG HOUR TOTAL: 1, 159 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: MAIN ST EAST-WEST STREET: I-15 SB RAMPS DATE: 05-19-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04 :OOPM NORTH LEG TOTAL: 430 376 54 Total 112 15 1st 97 7 2nd 91 11 3rd 76 21 4th Rt Thru Lt EAST LEG TOTAL: 0 Rt Thru Total 1st 2nd 3rd 4th Lt 19 3 3 10 3 Lt 1st 2nd 3rd 4th Total 1 0 1 0 0 Thru 200 63 41 46 50 Rt WEST LEG TOTAL: 220 PEAK HOUR FACTORS NORTH LEG = 0 .85 Lt Thru Rt SOUTH LEG = 0.90 EAST LEG = 1st 33 67 WEST LEG = 0 .83 2nd 40 64 ALL LEGS = 0 .89 3rd 36 74 4th 25 57 Total 134 262 TOTAL: 396 SOUTH LEG HOUR TOTAL: 1, 046 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: I-15 SB RAMPS EAST-WEST STREET: DIAMOND J{26.ACbG,4 �� DATE: 05-11-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: o7:30AM NORTH LEG TOTAL: 704 211 493 Total 53 0 122 1st 66 0 128 2nd 38 0 108 3rd 54 0 135 4th Rt Thru Lt EAST LEG TOTAL: 1,179 Rt F7 Thru 147 180 162 164 653 Total 1st 2nd 3rd 4th Lt 149 140 136 101 526 Lt 1st 2nd 3rd 4th Total 403 80 213 102 108 Thru 215 52 50 56 57 Rt WEST LEG TOTAL: 618 PEAK HOUR FACTORS NORTH LEG = 0.91 Lt Thru Rt SOUTH LEG = EAST LEG = 0.92 1st WEST LEG = 0.94 2nd ALL LEGS = 0 .92 3rd 4th Total TOTAL: 0 SOUTH LEG HOUR TOTAL: 2,501 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR { NORTH-SOUTH STREET: I-15 SB RAMPS EAST-WEST STREET: DIAMOND/12A,�rb(,�{ �v\Y►. DATE: 05-11-05 JURISDICTION: LAKE EL INORE t) PEAK HOUR: 04 :30PM NORTH LEG TOTAL: 1, 072 301 5 766 Total 66 1 179 1st 99 1 192 2nd 56 2 181 3rd 80 1 214 4th Rt Thru Lt EAST LEG TOTAL: 1,085 Rt Thru 149 154 186 176 665 Total lat 2nd 3rd 4th Lt 106 114 87 113 420 Lt 1st 2nd 3rd 4th Total 626 154 127 169 176 Thru 191 50 62 31 48 Rt WEST LEG TOTAL: 817 PEAK HOUR FAC'TnR.c NORTH LEG = 0 . 91 Lt Thru Rt SOUTH LEG = EAST LEG = 0 .94 1st WEST LEG = 0. 91 2nd ALL LEGS = 0. 92 3rd 4th Total TOTAL: 0 SOUTH LEG HOUR TOTAL: 2, 974 Prepared by NEWPORT TRAFFIC STUDIES COUNTS UNLIMITED INC. 25424JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE15N74AM N/S:1-15 NORTHBOUND RAMPS Site Code :5100611 ENV:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :1 Groups ri AL VOLUME 1-15 NORTHBOUND ON CENTRAL AVENUE/SR- 1-15 NORTHBOUND OF CENTRAL AVENUE/SR- RAMP 74 RAMP 74 Southbound W and Northbound Eastbound Start Time Leif Thru Ri t A .Tad Left t Tad Left Thru t A .Tax Left Thru Right A .Tar [nr.Tow 06:45 AM 0 0 0 0 0 193 96 289 99 0 130 229 9 168 0 177 695 Total 0 0 0 0 0 193 96 289 99 0 130 229 9 168 0 177 695 07:00 AM 0 0 0 0 0 183 103 286 73 0 80 153 13 145 0 158 597 07:15 AM 0 0 0 0 0 180 83 263 90 0 103 193 9 168 0 177 633 07.30 AM 0 0 0 0 0 195 76 271 89 0 118 207 14 174 0 188 666 WAS AM 0 0 0 0 0 209 72 290 91 0 Ito 201 14 161 0 175 656 Total 0 0 0 0 0 766 334 1100 343 0 411 754 50 648 0 698 2552 08:00 AM 0 0 0 0 1 197 72 270 103 0 62 165 10 146 0 156 591 08:15 AM 0 0 0 0 0 151 69 220 97 0 70 167 14 128 0 142 529 08:30 AM 0 0 0 0 0 173 81 254 85 0 80 165 13 113 0 126 545 Grand Total 0 0 0 0 1 1480 652 2133 727 0 753 1480 96 1203 0 1299 4912 Apprch% 0 0 0 0 69.4 30.6 49.1 0 50.9 7.4 92.6 0 Total% 0 0 0 0 0 30.1 13.3 43.4 14.8 0 15.3 30.1 2 24.5 0 26.4 1-15 NORTHBOUND ON CENTRAL AVENUE/SR- 1-15 NORTHBOUND OF CENTRAL AVENUE/SR- RAMP 74 RAMP 74 Southbound Westbound Northbound Eastbound Start Time eft Tluu Ri t I AM.T&W Left I Thru Right I AM.Tar Left Right A,.Tad Left t A .Tad fat.Tow Peak Hour Analysis From 06:45 AM to 08:30 AM-Peak 1 of I Peak Hour for Entire intersection Begins at 06:45 AM 06:45 AM 0 0 0 0 0 193 96 289 99 0 130 229 9 168 0 177 695 07:00 AM 0 0 0 0 0 183 103 286 73 0 80 153 13 145 0 158 597 07:15 AM 0 0 0 0 0 180 83 263 90 0 103 193 9 168 0 177 633 07:30 AM 0 0 0 0 0 1" 76 271 89 0 118 207 14 174 0 is 8 666 Total Volume 0 0 0 0 0 751 358 1109 351 0 431 782 45 655 0 700 2591 %Apr.Total 0 0 0 0 67.7 32.3 44.9 0 55.1 6.4 93.6 0 PHF .000 000 .000 .000 6 0 .829 54 04 .941 .000 .93 3 COUNTS UNLIMITED INC. 25424JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE15N74AM N/S:1-15 NORTHBOUND RAMPS Site Code :5100611 E/W:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :2 1-15 NORTHBOUND ON RAMP r I Thni `L+ Peak Hour Data n LI m T I w '� North zc a — — ► Peak Her Begins at 06:45 AM 1—2 + 3 m J O z L TOTALVOLUMEQ-� t- w m A 4, T r Left uu Ri M Out in Total RT Peak Hour Analysis From 06:45 AM to 08:30 AM-Peak 1 of 1 Peak Hour for Each Al2Rroach Begins at: 06,45 AM 06:45 AM WAS AM 06:45 AM +0 mins. 0 0 0 0 0 193 96 289 99 0 130 229 9 168 0 177 +15 mins. 0 0 0 0 0 183 103 286 73 0 80 153 13 145 0 158 +30 mins. 0 0 0 0 0 180 83 263 90 0 103 193 9 168 0 177 +45 mins. 0 0 0 0 0 195 76 271 89 0 118 207 14 174 0 188 Total Volume 0 0 0 0 0 751 358 1109 351 0 431 782 45 655 0 700 %App.Total 0 0 0 0 67.7 32.3 44.9 0 55.t 6.4 93.6 0 PHF 000 .000 .000 .000 .000 .96 .869 .9 .886 .00 .829 .854 .804 .941 .000 .931 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE15N74PM NIS:1-15 NORTHBOUND RAMPS Sire Code :5100657 EMI:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :1 Gm=Printed-TOTAL VOLUME 1-15 NORTHBOUND ON CENTRAL AVENUE/SR- 1-15 NORTHBOUND OFF CENTRAL AVENUE/SR- RAMP 74 RAMP 74 Southbound W d Northbound tbound Start Time Left ThN Ri t A..T.W Left Right .row Left Thru Ri t .Tow Left Thru Rjeht A,.row to.Tali 04:00 PM 0 0 0 0 0 190 71 261 122 3 127 252 20 226 0 246 759 04:15 PM 0 0 0 0 0 188 46 234 114 1 152 267 13 211 0 224 725 04:30 PM 0 0 0 0 0 198 55 253 125 1 124 250 20 236 0 256 759 04:45 PM 0 0 0 0 0 193 50 243 128 0 1 7 265 17 215 0 232 740 Total 0 0 0 0 0 769 222 991 489 5 540 1034 70 888 0 958 2983 05:00 PM 0 0 0 0 0 185 52 237 111 2 131 251 36 223 0 259 747 05:15 PM 0 0 0 0 0 193 60 253 113 0 119 232 21 227 0 248 733 05:30 PM 0 0 0 0 0 189 59 248 118 0 139 257 15 210 0 225 730 05:45 PM 0 0 0 0 0 163 51 214 144 0 93 237 14 183 0 197 648 Total 0 0 0 0 0 730 222 952 493 2 492 977 86 843 0 929 2858 Grand Total 0 0 0 O I 0 1499 444 1943 I 912 7 1022 2011 4 156 1731 0 1887 I 5841 Apprch% 0 0 0 0 77.1 22.9 48.8 0.3 50.8 I 8.3 91.7 0 Total% 0 0 0 0 0 25.7 7.6 33.3 16.8 0.1 17.5 34.4 2.7 29.6 0 32.3 1-15 NORTHBOUND ON CENTRAL AVENUE/SR- I-15 NORTHBOUND OFF CENTRAL AVENUE/SR- RAMP 74 RAMP 74 Southbound Westbound No bo d Eastbound Start Time LeftT Thru -Right I Am.row Left Thru I Fight Am.row Left Tbm RipAt Am.Tow Left fin Ri t AM.Tm.1 tat.Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak I of Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 190 71 261 122 3 127 252 20 226 0 246 759 04:15 PM 0 0 0 0 0 188 46 234 114 1 152 267 13 211 0 224 725 04:30 PM 0 0 0 0 0 198 55 253 125 1 124 250 20 236 0 256 759 04:45 PM 0 0 0 0 0 193 so 243 118 0 137 265 17 215 0 232 740 Total Volume 0 0 0 0 0 769 222 991 489 5 540 1034 70 888 0 958 2983 %App.Total 0 0 0 0 77.6 22.4 47.3 0.5 52 7.3 92.7 0 PHF .000 .000 .000 .000 1 55 .41 968 .875 .941 .000 .936 .983 COUNTS UNLIMITED INC. 25424JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE15N74PM NIS:1-16 NORTHBOUND RAMPS Site Code :5100657 E1W:CENTRAL AVENUEISR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :2 1-115 NORTHBOUND OWN R P out 1 297 ' EYTotalE "` 1 Left Peak Hour Data u! � IS In � U Z D w F-1 Pook Hour Begins at 04:00 PM 4— 2 J z TOT&L VOLUMEr �79 L1 u LI A +, ? r Left 11xu Rlold 540 F-7-01 -10-341 Out In Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Awroach Beeins at: 04:00 PM 04:00 PM oko PM 04:30 PM +0 mins. 0 0 0 0 0 190 71 261 122 3 127 252 20 236 0 256 +15 mins. 0 0 0 0 0 188 46 234 114 1 152 267 17 215 0 232 +30 mins. 0 0 0 0 0 199 55 253 125 1 124 250 36 223 0 259 +45 mins. 0 0 0 0 0 193 50 243 128 0 137 265 21 227 0 248 Total Volume 0 0 0 0 0 769 222 991 489 5 540 1034 94 901 0 995 %App.Total 00 0 0 0 0 77.6 .78 4 47.3 0.5 52.2 9.4 90.6 0 Pal .000 .000 .000 .000 .0 71 2 .94 55 .417 .888 68 653 .954 M 60 INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: MAIN ST EAST-WEST STREET: I-15 NB RAMPS DATE: 05-19-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 07:15AM NORTH LEG TOTAL: 160 1 159 Total 0 37 lot 0 34 2nd 0 56 3rd 1 32 4th Rt Thru Lt EAST LEG TOTAL: 438 Rt 13 9 9 12 43 Thru 0 0 0 0 Total lot 2nd 3rd 4th Lt 118 92 102 83 395 Lt lot 2nd 3rd 4th Total Thru Rt WEST LEG TOTAL: 0 PEAK HOUR FACTORS NORTH LEG = 0.71 Lt Thru Rt SOUTH LEG = 0 .87 EAST LEG = 0.84 lot 27 8 WEST LEG = 2nd 36 9 ALL LEGS = 0.89 3rd 35 15 4th 33 10 Total E 131 42 TOTAL: 173 SOUTH LEG HOUR TOTAL: 771 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: MAIN ST EAST-WEST STREET: I-15 NB RAMPS DATE: 05-19-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04:OOPM NORTH LEG TOTAL: 108 10 98 Total 3 30 1st 2 23 2nd 4 18 3rd 1 27 4th Rt Thru Lt EAST LEG TOTAL: 367 Rt 11 10 13 1 35 Thru 0 1 0 1 2 Total 1st 2nd 3rd 4th Lt 100 80 81 69 330 Lt 1st 2nd 3rd 4th Total Thru Rt WEST LEG TOTAL: 0 PEAK HOUR FACTORS NORTH LEG = 0.82 Lt Thru Rt SOUTH LEG = 0.84 EAST LEG = 0.83 1st 31 8 WEST LEG = 2nd 32 11 ALL LEGS = 0.86 3rd 36 10 4th 17 10 Total 116 39 TOTAL: 155 SOUTH LEG HOUR TOTAL: 630 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: I-15 NB RAMPS EAST-WEST STREET: RAILROAD CYN DATE: 05-11-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 07 :15AM NORTH LEG TOTAL: 0 Total 1st 2nd 3rd 4th Rt Thru Lt EAST LEG TOTAL: 1,794 Rt 243 204 146 156 749 Thru 247 257 282 259 1045 Total 1st 2nd 3rd 4th Lt 189 48 46 41 54 Lt 1st 2nd 3rd 4th Total 663 153 162 190 158 Thru Rt WEST LEG TOTAL: 852 PrznX HOUR FACTORS NORTH LEG = Lt Thru Rt SOUTH LEG = 0 .89 EAST LEG = 0 .92 Ist 30 61 WEST LEG = 0 .92 2nd 43 66 ALL LEGS = 0 .99 3rd 37 81 4th 44 2 78 Total 154 2 286 TOTAL: 442 SOUTH LEG HOUR TOTAL: 3, 088 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: I-15 NB RAMPS EAST-WEST STREET: RAILROAD CYR DATE: 05-11-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04:30PM NORTH LEG TOTAL: 0 ! Total 1st 2nd 3rd I 4th Rt Thru Lt EAST LEG TOTAL: 1,395 Rt 127 144 132 136 539 Thru 200 227 203 226 856 Total 1st 2nd 3rd 4th Lt 185 45 66 29 45 Lt 1st 2nd 3rd 4th Total 1223 293 258 328 344 Thru Rt WEST LEG TOTAL: 1, 408 PEAK HOUR FACTORS NORTH LEG = Lt Thru Rt SOUTH LEG = 0.92 EAST LEG = 0.94 lst 55 1 146 WEST LEG = 0.90 2nd 44 1 134 ALL LEGS = 0 .93 3rd 62 122 4th 68 144 Total 229 2 546 TOTAL: 777 SOUTH LEG HOUR TOTAL: 3 , 580 Prepared by NEWPORT TRAFFIC STUDIES COUNTS UNLIMITED INC. 25424JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LEDE74AM N/S:DEXTER AVENUE Site Code :5100608 ENV:CENTRAL AVENUE/SR-74 Start Date : 1/10/2006 WEATHER:SUNNY Page No :1 Groups Printed-TOTAL VOLUME DEXTER AVENUE CENTRAL AVENUE/SR- DEXTER AVENUE CENTRAL AVENUE/SR- Southbound W �4 Northbound 74 Eastbound Start Time Left Thru Ri t .row Left Thru rod Left Thru Ri t .rma Left Thru Ritht I At,.Twl Int.Tout 06:45 AM 16 4 48 68 16 238 33 287 21 11 14 46 68 189 29 286 687 Total 16 4 48 68 16 238 33 287 21 Il 14 46 68 189 29 286 687 07:00 AM 15 9 44 68 23 231 28 282 16 7 23 46 44 173 19 236 632 07:15 AM 15 10 40 65 26 203 35 264 18 24 7 49 60 174 26 260 638 07:30 AM 20 36 82 138 32 171 89 292 15 46 5 66 89 167 22 278 774 07:45 AM 25 49 93 167 31 180 66 277 16 26 9 51 83 155 37 275 770 Total 75 104 259 438 112 785 218 1115 65 103 44 212 1 276 669 104 1049 2814 08:00 AM 13 10 53 76 26 175 21 222 29 3 15 47 51 132 26 209 554 09:15 AM 8 3 38 49 12 172 20 204 23 5 8 36 34 142 26 202 491 08:30 AM 12 1 32 45 14 178 17 209 33 II 11 55 36 119 30 185 494 Grand Total 124 122 430 676 180 1548 309 2037 171 133 92 396 465 1251 215 1931 5040 Apprch% 18.3 18 63.6 8.8 76 15.2 43.2 33.6 23.2 24.1 64.8 11.1 Total% 2.5 2.4 8.5 13.4 3.6 30.7 6.1 40A 3.4 2.6 1.8 7.9 9.2 24.8 4.3 39.3 DEXTER AVENUE CENTRAL AVENUE SR- DEXTER AVENUE CENTRAL AVENUE/SR- Southbound W 74 d Northbound 74 Eastbound Start Time Lcfl Thnt Ri t row L t r Left Th Ri t App.row Left I Thru t I Appjod Int.Total Peak Hour Analysis From 06:45 AM to 08:30 AM-Peak 1 of I Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM j 15 9 44 68 23 231 28 282 16 7 23 46 44 173 19 236 632 07:15 AM 15 10 40 65 26 203 35 264 18 24 7 49 60 174 26 260 638 07:30 AM 20 36 82 138 32 171 89 292 15 46 5 66 89 167 22 278 774 07:45 AM 25 49 93 167 31 190 66 277 16 26 9 51 83 155 37 275 770 Total Volume 75 104 259 438 112 785 218 1115 65 103 44 212 276 669 104 1049 2814 %App.Total 17.1 23.7 59.1 1 10 70.4 19.6 30.7 48.6 20.8 26.3 63.8 9.9 PHF .750 .531 .696 .875 .85 .612 .955 .560 .478 .803 .775 61 .703 .943 .909 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LEDE74AM N/S:DEXTER AVENUE Site Code :5100608 E/W:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :2 DEMR AVENUotal Out In E ta3s] r 1 `4 Peak Hour Data >9� M y �s T A 0 W Nor a� a Peak Hour Begins at 2 t MTAL VOLUME M pdq U 4, T Rr Left l Out In Total Peak Hour Analysis From 06:45 AM to 08:30 AM-Peak 1 of 1 Peak Hour for Each roach Begins at: 07:15 AM 06:45 AM 07:15 AM 06:45 AM +0 mins. 15 10 40 65 16 238 33 287 Is 24 7 49 68 189 29 286 +15 mins. 20 36 82 138 23 231 28 282 15 46 5 66 44 173 19 236 +30 mins. 25 49 93 167 26 203 35 264 16 26 9 51 60 174 26 260 +45 mins. 13 10 53 76 32 171 89 292 29 3 15 47 89 167 22 278 Total Volume 73 105 268 446 97 843 185 1125 78 99 36 213 261 703 96 1060 %Apo.Total 16.4 23.5 60.1 8.6 74.9 1 .4 36.6 46.5 16.9 24.6 66.3 9.1 PHF 730 .53 .720 68 .758 .886 .520 .963 .672 .539 .600 .807 1 .733 .930 .828 27 COUNTS UNLIMITED INC. 25424JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LEDE74PM NIS:DEXTER AVENUE Site Code :5100611 EIW:CENTRAL AVENUE SRf74 Start Date :1I10/2006 WEATHER:WEATHER:SUNNY Page No :1 Printed-Groun T TAL VOLUME DEXTER AVENUE . CENTRAL AVENUE SR/74 DEXTER AVENUE CENTRAL AVENUE SRn4 Southbotmd Westbound North Eastbound Start Time Left Thtu Rf ht A .ram Left Thru Ri t ram Left ThrU t w .ram Left Thru Right .raw Inc Total 04:00 PM 26 17 54 97 24 192 13 229 18 10 23 51 38 281 32 351 728 04:15 PM 23 12 48 83 17 152 18 187 20 9 35 64 37 284 27 348 682 04:30 PM 23 7 53 83 21 187 15 223 26 9 29 64 41 280 45 366 736 04:45 PM 19 10 66 95 1? 161 1 I 2l 9 38 68 42 1 36 357 7 9 Total 91 46 22I 358 79 692 67 838 85 37 125 247 158 1124 140 1422 2865 05:00 PM 18 7 49 74 15 173 21 209 23 10 35 68 44 272 34 350 701 05:15 PM 21 3 37 61 13 185 30 228 29 10 25 64 49 260 32 341 694 05:30 PM 18 11 63 92 13 169 20 202 21 14 18 53 53 262 29 344 691 5:45 PM 19 3 43 65 12 145 17 174 20 6 25 51 38 202 28 268 558 Total 76 24 192 292 53 672 88 813 93 40 103 236 184 996 123 1303 2644 Grand Total l 167 70 413 650 132 1364 155 1651 I 178 77 228 483 342 2120 263 2725 ` 5509 Apprch% 125.7 10.8 63.5 8 82.6 9.4 36.9 15.9 47.2 12.6 77.8 9.7 Total% 3 1.3 7.5 I I.8 2.4 24.8 2.8 30 3.2 1.4 4.1 8.8 6.2 38.5 4.8 49.5 DEXTER AVENUE CENTRAL AVENUE SR174 T DEXTER AVENUE CENTRAL AVENUE SR/74 Southbound W Northbound Eastbound Start Time Left I Thru I Wht I AMT.,.) I LeftThtu I Right Iw Left I Thru I Rfizht I Lta,.1-gig Left I Thru Right AM Tat tut.Totat Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak I of Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 26 17 54 97 24 192 13 229 18 10 23 51 38 281 32 351 728 04:15 PM 23 12 48 83 17 152 18 187 20 9 35 64 37 284 27 348 682 04:30 PM 23 7 53 83 21 187 15 223 26 9 29 64 41 280 45 366 736 04:45 PM 19 10 66 95 17 161 21 199 21 9 38 68 42 279 36 357 719 Total Volume 91 46 221 358 79 692 67 838 85 37 125 247 158 1124 140 1422 2865 %App.Total 25.4 12.8 61.7 9.4 82.6 8 34.4 15 50.6 11.1 79 9.8 PHF .875 .676 .937 .923 2 .90 .798 817 92 .908 .940 .989 .778 .973 COUNTS UNLIMITED INC. 26424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LEDE74PM N/S:DEXTER AVENUE Site Code :5100611 EMI:CENTRAL AVENUE SR/74 Start Date :1/10/2006 WEATHER:WEATHER:SUNNY Page No :2 AVENU Out 1 Total 6201 Thru ant 1 `� Peak Hour Data a A o T �g� w z —; Ptak Four ftft at +`c r LUco I � � +, ? r► L—�C:a cm Out In Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Aggp_ach Begins a 04:00 PM 04:30 PM 04:15 PM 04:00 PM +0 mins. 26 17 54 97 21 187 15 223 20 9 35 64 38 281 32 351 +IS mins. 23 12 48 83 17 161 21 199 26 9 29 64 37 284 27 348 +30 mins. 23 7 53 83 15 173 21 209 21 9 38 68 41 280 45 366 _ +45 mins. 19 10 66 95 13 185 30 229 23 10 35 68 42 279 36 357 Total Volume 91 46 221 358 66 706 87 859 90 37 137 264 158 1124 140 1422 %App.Total 25A 12.9 61.7 7.7 82 1 34.1 14 S 1.9 11.1 79 9.8 PHF .875 .676 .837 .923 .786 44 72 .942 .865 925 .901 .971 1 .940 .989 .778 .971 INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: CAMBERN EAST-WEST STREET: SR-74 DATE: 05-24-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 07 :15AM NORTH LEG TOTAL: 266 252 1 13 Total 31 0 3 1st 71 0 1 2nd 79 0 4 3rd 71 1 5 4th Rt Thru Lt EAST LEG TOTAL: 943 Rt 7 29 59 12 107 Thru 212 227 221 168 828 Total 1st 2nd 3rd 4th Lt 1 1 5 1 8 231 30 79 86 36 Lt 1st 2nd 3rd 4th Total 565 144 149 147 125 Thru 1 0 0 1 0 Rt WEST LEG TOTAL: 797 PEAK HOUR FACTORS NORTH LEG = 0.80 Lt Thru Rt SOUTH LEG = 0.38 EAST LEG = 0.83 1st 1 0 1 WEST LEG = 0.85 2nd 0 0 0 ALL LEGS = 0 .83 3rd 0 0 4 4th 0 0 0 Total 1 5 TOTAL: 6 SOUTH LEG HOUR TOTAL: 2, 012 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: CAMBERN EAST-WEST STREET: SR-74 DATE: 05-24-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04:OOPM NORTH LEG TOTAL: 129 113 1 15 Total 22 0 2 1st 31 1 5 2nd 32 0 7 3rd 28 0 1 4th Rt Thru Lt EAST LEG TOTAL: 667 .Rt 4 2 2 2 �_10 Thru 159 162 168 166 655 Total 1st 2nd 3rd 4th Lt 0 1 0 1 2 91 18 25 28 20 Lt 1st 2nd 3rd 4th Total 1028 275 251 259 243 Thru 6 4 0 1 1 Rt WEST LEG TOTAL: 1, 125 PEAK HOUR FACTORS NORTH LEG = 0. 83 Lt Thru Rt SOUTH LEG = 0.55 EAST LEG = 0.98 1st 0 0 1 WEST LEG = 0.95 2nd 1 0 2 ALL LEGS = 0.96 3rd 2 0 3 4th 2 0 0 Total 5 1 TOTAL: 11 SOUTH LEG HOUR TOTAL: 1, 932 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: CAMINO DE NORTE EAST-WEST STREET: MAIN DATE: 04-06-06 JURISDICTION: LAKE ELSINORE PEAK HOUR: 07 :15AM NORTH LEG TOTAL: 125 120 5 Total 29 1 1st 30 2 2nd 33 1 3rd 28 1 4th Rt Thru Lt EAST LEG TOTAL: 0 Rt Thru Total 1st 2nd 3rd 4th Lt 98 27 19 22 30 Lt 1st 2nd 3rd 4th Total Thru 8 1 3 3 1 Rt WEST LEG TOTAL: 106 PEAK HOUR FACTORS NORTH LEG = 0 .92 Lt Thru Rt SOUTH LEG = 0 .45 EAST LEG = 1st 0 1 WEST LEG = 0 .85 2nd 2 1 ALL LEGS = 0 .94 3rd 4 1 4th 0 0 Total 6 3 TOTAL: 9 SOUTH LEG HOUR TOTAL: 240 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: CAMINO DE NORTE EAST-WEST STREET: MAIN DATE: 04-06-06 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04 :30PM NORTH LEG TOTAL: 145 142 3 Total 30 3 1st 39 0 2nd 39 0 3rd 34 0 4th Rt Thru Lt EAST LEG TOTAL: 0 Rt Thru Total 1st 2nd 3rd 4th Lt 199 47 46 61 45 Lt 1st 2nd 3rd 4th Total Thru 8 5 1 1 1 Rt WEST LEG TOTAL: 207 PEAK HOUR FACTORS NORTH LEG = 0. 93 Lt Thru Rt SOUTH LEG = 0 .65 EAST LEG = 1st 5 0 WEST LEG = 0.83 2nd 2 0 ALL LEGS = 0.86 3rd 3 2 4th 0 1 Total 10 3 TOTAL: 13 SOUTH LEG HOUR TOTAL: 365 Prepared by NEWPORT TRAFFIC STUDIES COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECDFRAM N/S:CANYON ESTATE DR/CAMINO DEL NORTE Site Code :0511440 E/W: FRANKLIN STREET Start Date :6/22/2006 WEATHER:SUNNY Page No : 1 Grou s Printed-TOTAL VOLUME CAMINO DEL NORTE CANYON ESTATES DRIVE FRANKLIN STREET Southbound Northbound Eastbound Start Time Thru Ri ht A .Total Left Thru App.Total Left Right P.Total Int.Total 07:00 AM 1 0 1 13 0 13 0 17 17 31 07:15 AM 0 0 0 14 0 14 0 13 13 27 07:30 AM 0 0 0 12 0 12 0 10 10 22 07:45 AM 1 0 1 13 0 13 0 25 25 39 Total 2 0 2 52 0 52 0 65 65 119 08:00 AM 1 0 1 8 0 8 0 11 11 20 08:15 AM 0 0 0 12 0 12 0 20 20 32 08:30 AM 1 0 1 12 0 12 0 18 18 31 08:45 AM 0 0 0 12 0 12 0 15 15 27 Total 2 0 2 44 0 44 0 64 64 110 Grand Total 4 0 4 96 0 96 I 0 129 129 229 Apprch% 100 0 100 0 0 100 Total% 1.7 0 1.7 41.9 0 41.9 0 56.3 56.3 CAMINO DEL NORTE CANYON ESTATES DRIVE FRANKLIN STREET Southbound Northbound Eastbound Start Time Thru Riciht I App. tal Leftj Thru I App.Total I Left Right I App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 1 0 1 13 0 13 0 25 25 39 08:00 AM 1 0 1 8 0 8 0 11 11 20 08:15 AM 0 0 0 12 0 12 0 20 20 32 08:30 AM 1 0 1 12 0 12 0 18 18 31 Total Volume 3 0 3 45 0 45 0 74 74 122 %ADo.Total 100 0 100 0 0 100 PHF .750 .000 .750 .866 .000 .865 .000 .740 .740 .782 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECDFRAM N/S:CANYON ESTATE DR/CAMINO DEL NORTE Site Code :0511440 E/W: FRANKLIN STREET Start Date :6/22/2006 WEATHER:SUNNY Page No :2 CAMINO DEL NORTE In tal 792�03 T© 0 3 Ftlh` 1 Peak Hour Data o^ W~ w North y C J z— Peak Hour Begins at 07:45 AM ¢z¢ z Z TOTAL VOLUME LLO� 4 I R Thru 45 0 0 � 45 ®1 out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each ApDroach Beci ins at: 07:45 AM 07:00 AM 07:45 AM +0 mins. 1 0 1 13 0 13 0 25 25 +15 mins. 1 0 1 14 0 14 0 11 11 +30 mins. 0 0 0 12 0 12 0 20 20 +45 mins. 1 0 1 13 0 13 0 18 18 Total Volume 3 0 3 52 0 52 0 74 74 %ADo.Total 100 0 100 0 0 100 .00 PHF .750 0 .750 .929 .000 .929 .000 .740 .740 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECEFRPM N/S:CANYON ESTATE DR/CAMINO DEL NORTE Site Code :0511440 E/W: FRANKLIN STREET Start Date :6/22/2006 WEATHER:SUNNY Page No : 1 Grou Printed-TOTAL VOLUME CAMINO DEL NORTE CANYON ESTATES DRIVE FRANKLIN STREET Southbound Northbound Eastbound Start Time Thru Ri t App.Total Left Thm An).Total Left Right App.Total Int.Total 04:00 PM 0 0 0 21 0 21 0 91 91 112 04:15 PM 0 0 0 21 0 21 0 82 82 103 04:30 PM 2 0 2 21 0 21 0 86 86 109 04:45 PM 0 0 0 28 0 28 0 76 76 104 Total 2 0 2 91 0 91 0 335 335 428 05:00 PM 2 0 2 28 0 28 0 97 97 127 05:15 PM 0 0 0 38 0 38 0 113 113 151 05:30 PM 2 0 2 18 1 19 0 100 100 121 05:45 PM 0 0 0 20 0 20 0 106 106 126 Total 4 0 4 104 1 105 0 416 416 525 Grand Total 6 0 6 195 1 196 0 751 751 953 Apprch% 100 0 99.5 0.5 0 100 Total% 0.6 0 0.6 20.5 0.1 20.6 0 78.8 78.8 CAMINO DEL NORTE CANYON ESTATES DRIVE FRANKLIN STREET Southbound Northbound Eastbound Start Time Thru Right I App.Total Left Thru I App.Total Left - Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 2 0 2 28 0 28 0 97 97 127 05:15 PM 0 0 0 38 0 38 0 113 113 151 05:30 PM 2 0 2 18 1 19 0 100 100 121 05:45 PM 0 0 0 20 0 20 0 106 106 126 Total Volume 4 0 4 104 1 105 0 416 416 525 %App.Total 100 0 99 1 0 100 PHF .500 .000 .500 .694 .250 .691 .000 .920 .920 .869 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECEFRPM N/S:CANYON ESTATE DR/CAMINO DEL NORTE Site Code :0511440 E/W. FRANKLIN STREET Start Date :6/22/2006 WEATHER:SUNNY Page No :2 CAMINO DEL NORTE Out I1 ,Total 1 I�J 4 RIght T� Peak Hour Data o rr E°- w North d h Al J z Peak Hour Begins at 05b0 PM ,a i TOTAL VOLUME U. >O Thti 104 1 ® 525 Out In Total rA _WnN rr Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each A roach BeLins at: 04:15 PM 04:30 PM 05:00 PM +0 mins. 0 0 0 21 0 21 0 97 97 +15 mins. 2 0 2 28 0 28 0 113 113 +30 mins. 0 0 0 28 0 28 0 100 100 +45 mins. 2 0 2 38 0 38 0 106 106 Total Volume 4 0 4 115 0 115 0 416 416 %App.Total 100 0 '00 0 0 100 PHF 500 .000 .500 .757 .000 .757 .000 .920 .920 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECESUAM N/S: CANYON ESTATE DRIVE Site Code :0511410 E/W: SUMMERHILL DRIVE Start Date :6/22/2006 WEATHER:SUNNY Page No : 1 Groups Printed-TOTAL VOLUME CANYON ESTATES DRIVE SUMMERHILL DRIVE CANYON ESTATES DRIVE SUMMERHILL DRIVE Southbound Westbound Northbound Eastbound Start Time Left Thru Right A .romt Left Thru Ri t .Tow Left Thru Ri ht A .T°w Left Thru Right A .rmet Int.Taal 07:00 AM 2 1 24 27 0 65 2 67 14 0 0 14 12 35 4 51 159 07:15 AM 2 1 20 23 0 69 2 71 8 1 0 9 9 16 1 26 129 07:30 AM 3 0 25 28 2 59 6 67 23 0 1 24 9 35 3 47 166 07:45 AM 2 2 25 29 0 63 5 68 10 1 0 11 11 33 5 49 157 Total 9 4 94 107 2 256 IS 273 55 2 1 58 41 119 13 173 611 08:00 AM 0 0 26 26 0 61 3 64 12 3 1 16 15 25 3 43 149 08:15 AM 11 1 21 33 0 73 5 78 10 1 1 12 1 1 32 2 45 168 08:30 AM 4 0 28 32 0 61 5 66 8 1 0 9 21 35 2 58 165 08:45 AM 1 2 31 34 0 66 2 68 10 0 0 10 25 25 3 53 165 Total 16 3 106 125 0 261 15 276 40 5 2 47 72 117 10 199 647 Grand Total 25 7 200 232 2 111 30 549 95 7 3 105 113 236 23 372 I 1258 Apprch% 10.8 3 86.2 0.4 94.2 5.5 90.5 6.7 2.9 30.4 63.4 6.2 Total% 2 0.6 15.9 18.4 0.2 41.1 2.4 43.6 7.6 0.6 0.2 8.3 9 18.8 1.8 29.6 CANYON ESTATES DRIVE SUMMERHILL DRIVE CANYON ESTATES DRIVE SUMMERHILL DRIVE Southbound Westbound Northbound Eastbound Start Time Left Thru Right Apo.Ton] Left Thru I Right I Apo.row Left Thru I Right I Ap..Tow Left I Thru Right I App.TMI Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of I Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 26 26 0 61 3 64 12 3 1 16 15 25 3 43 149 08:15 AM 11 1 21 33 0 73 5 78 10 1 1 12 11 32 2 45 168 08:30 AM 4 0 28 32 0 61 5 66 8 1 0 9 21 35 2 58 165 _ 08:45 AM 1 2 31 34 0 66 2 68 10 0 0 10 25 25 3 53 165 Total Volume 16 3 106 125 0 261 15 276 40 5 2 47 72 117 10 199 647 %App.Total 12.8 2.4 84.8 0 94.6 5.4 85.1 10.6 4.3 36.2 58.8 5 PHF .364 .375 .855 .919 .000 .894 .750 .885 .833 .417 .500 .734 .720 .836 .833 .858 1 .963 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECESUAM N/S:CANYON ESTATE DRIVE Site Code :0511410 E/W: SUMMERHILL DRIVE Start Date :6/22/2006 WEATHER:SUNNY Page No :2 CANYON ESTATES DRIVE Out In Total 125 1 217 1 3 6 Right Thru Left Peak Hour Data �o �aC North 0 � � n m 2—► Peak Hour Begins at OB:00 AM 4 —Z . r _n �p �TOTALVOLUME spa y' ' o j�m eft Ri ht 40 5 © 7 80 Out In Total 'Fq DRIVE Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:30 AM 07:30 AM 08:00 AM +0 mins. 0 0 26 26 2 59 6 67 23 0 1 24 15 25 3 43 +15 mins. 11 1 21 33 0 63 5 68 10 l 0 11 11 32 2 45 +30 mins. 4 0 28 32 0 61 3 64 12 3 1 16 21 35 2 58 +45 mins. 1 2 31 34 0 73 5 78 10 1 1 12 25 25 3 53 Total Volume 16 3 106 125 2 256 19 277 55 5 3 63 72 117 10 199 %App.Total 12.8 2.4 84.8 0.7 92.4 6.9 87.3 7.9 4.8 36.2 58.8 5 PHF 364 .375 .855 .919 .250 .877 .792 .888 598 .417 .750 .656 1 .720 .836 .833 .858 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name :LECESUPM N/S:CANYON ESTATE DRIVE Site Code :0511410 ENV:SUMMERHILL DRIVE Start Date :6/22/2006 WEATHER:SUNNY Page No : 1 Grouvs Printed-TOTAL VOLUME CANYON ESTATES DRIVE SUMMERHILL DRIVE CANYON ESTATES DRIVE SUMMERHILL DRIVE Southbound Westbound Northbound Eastbound Stag Time Left Thru I Ri t .Tow Left Thru Right Apo,Tow Left Thru Right App.Tow Left Thru Right App.Tow Int.Total 04:00 PM 16 7 78 101 1 45 3 49 8 1 0 9 36 63 16 115 274 04:15 PM 14 12 72 98 0 57 5 62 13 1 1 15 43 66 14 123 298 04:30 PM 12 8 92 112 1 55 4 60 9 4 1 14 33 73 14 120 306 04:45 PM 19 6 74 99 5 46 3 54 11 5 1 17 42 61 21 124 294 Total 6l 33 316 410 7 203 15 225 41 11 3 55 154 263 65 482 1172 05:00 PM 14 7 71 92 0 50 7 57 8 2 0 10 42 73 18 133 292 05:15 PM 23 13 95 131 0 56 5 61 14 l 0 1 5 34 62 12 108 315 05:30 PM 17 10 82 109 0 55 5 60 1 0 1 0 11 42 77 15 134 314 05:45 PM 32 10 86 128 0 54 4 58 10 6 0 16 28 84 17 129 331 Total 86 40 334 460 0 215 21 236 42 10 0 52 146 296 62 504 1252 Grand Total 147 73 650 870 7 4l8 36 461 83 21 3 107 300 559 127 986 2424 Apprch% 16.9 8.4 74.7 l.5 90.7 7.8 77.6 19.6 2.8 30.4 56.7 12.9 Total% 6.1 3 26.8 35.9 0.3 17.2 1.5 19 3.4 0.9 0.1 4.4 12.4 23.1 5.2 40.7 CANYON ESTATES DRIVE SUMMERHILL DRIVE CANYON ESTATES DRIVE SUMMERHILL DRIVE Southbound Westbound Northbound Eastbound Start Time Left I Thru I Right I Am Tow Left I Thru I Right I Am.Tow I Left I Thru Right Am.Total Left I Thru I Right Am.Tow Int.Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 14 7 71 92 0 50 7 57 8 2 0 10 42 73 18 133 292 05:15 PM 23 13 95 131 0 56 5 61 14 l 0 15 34 62 12 108 315 05:30 PM 17 10 82 109 0 55 5 60 10 l 0 11 42 77 15 134 314 05:45 PM 32 10 86 128 0 54 4 58 10 6 0 16 28 84 17 129 331 Total Volume 86 40 334 460 0 215 21 236 42 10 0 52 146 296 62 504 1252 %App.Total 18.7 8.7 72.6 0 91.1 8.9 80.8 19.2 0 29 58.7 12.3 PHF .672 .769 .879 .878 .000 .960 .750 .967 .75 .417 .000 .813 .869 .881 .861 .940 .946 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECESUPM N/S:CANYON ESTATE DRIVE Site Code :0511410 E/W: SUMMERHILL DRIVE Start Date :6/22/2006 WEATHER:SUNNY Page No : 2 CANYON ESTATES DRIVE Out In Total 177 1 180 1 637 4 6 hl 1 Left Peak Hour Data Cn 3 -r m J X J C 8_— a -► Peak Hour Begins at 05:00 PM �2 W fn r _ t TOTAL VOLUME m v 0' ir� Lc ^m [mJ— +, T r eft Thru Ri ht 0 0 0 5 0 out In Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 04:15 PM 05:00 PM +0 mins. 14 7 71 92 0 50 7 57 13 1 1 IS 42 73 18 133 +IS mins. 23 13 95 131 0 56 5 61 9 4 1 14 34 62 12 108 +30 mins. 17 10 82 109 0 55 5 60 11 5 1 17 42 77 15 134 +45 mins. 32 10 86 128 0 54 4 58 8 2 0 10 28 84 17 129 Total Volume 86 40 334 460 0 215 21 236 41 12 3 56 146 296 62 504 %App.Total 18.7 8.7 72.6 0 91.1 8.9 73.2 21.4 5.4 29 58.7 12.3 PHF .672 .769 .879 .878 .000 .960 .750 .967 .788 .600 .750 .824 .869 .881 .861 .940 INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: SUMMERHILL EAST-WEST STREET: RAILROAD CYN DATE: 05-24-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 07 :00AM NORTH LEG TOTAL: 581 181 92 308 Total 58 16 88 1st 64 15 89 2nd 31 26 79 3rd 28 35 52 4th Rt Thru Lt EAST LEG TOTAL: 1, 523 Rt 12 7 26 11 56 Thru 263 347 386 325 1321 Total 1st 2nd 3rd 4th Lt 36 33 38 39 146 140 29 29 31 51 Lt 1st 2nd 3rd 4th Total 572 138 156 124 154 Thru 206 46 41 53 66 Rt WEST LEG TOTAL: 918 PEAK HOUR FACTORS NORTH LEG = 0 .86 Lt Thru Rt SOUTH LEG = 0.93 EAST LEG = 0.85 1st 51 7 27 WEST LEG = 0.85 2nd 53 7 25 ALL LEGS = 0.96 3rd 51 11 18 4th 69 13 10 Total 224 38 80 TOTAL: 342 SOUTH LEG HOUR TOTAL: 3, 364 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: SUMMERHILL EAST-WEST STREET: RAILROAD CYN DATE: 05-24 -05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04 :45PM NORTH LEG TOTAL: 651 294 143 214 Total 64 26 43 1st 89 40 54 2nd 75 38 55 3rd 66 39 62 4th Rt Thru Lt EAST LEG TOTAL: 938 Rt 12 24 24 10 70I Thru 232 153 194 186 765 Total 1st 2nd 3rd 4th Lt 23 26 31 23 103 357 78 99 98 82 Lt 1st 2nd 3rd 4th Total 1002 205 238 303 256 Thru 336 92 88 84 72 Rt WEST LEG TOTAL: 1, 695 PEAK HOUR FACTORS NORTH LEG = 0 .89 Lt Thru Rt SOUTH LEG = 0 .91 EAST LEG = 0 .88 1st 73 37 58 WEST LEG = 0 .87 2nd 83 47 62 ALL LEGS = 0.91 3rd 92 54 61 4th 85 46 52 Total 333 184 233 TOTAL: 750 11 SOUTH LEG HOUR TOTAL: 4, 034 Prepared by NEWPORT TRAFFIC STUDIES 24 HOUR VOLUMES STREET : CAMINO DE NORTE LAKE ELSINORE LOCATION N/O MAIN DATE 04-04-06 NORTHBOUND SOUTHBOUND TOTAL 12 :00 2 3 5 1:00 2 0 2 2:00 1 0 1 3 :00 5 1 6 4 :00 6 2 8 5:00 13 13 26 6 : 0 0 79 54 133 7: 00 94 114 208 8:00 99 89 188 9 : 00 99 69 168 10 : 00 106 97 203 11:00 AM 104 81 185 12 :00 PM 121 102 223 1:00 125 98 223 2 :00 127 95 222 3 : 00 151 135 286 4 :00 172 147 319 5: 00 164 121 285 6 :0 0 66 53 119 7 :00 55 43 98 8 :00 18 19 37 9 :00 18 18 36 10 :00 13 13 26 11 : 00 13 3 16 12 : 00 1, 653 1, 370 3, 023 _ repared by NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET : CAMINO DE NORTE LAKE ELSINORE LOCATION : N/O MAIN DATE 04-04-06 AM PM NORTH SOUTH TOTAL NORTH SOUTH TOTAL BOUND BOUND TOTAL BOUND BOUND TOTAL 1 0 1 12 :00 33 20 53 0 0 0 32 38 70 0 0 0 20 22 42 1 3 4 36 22 58 0 0 0 1.00 34 32 66 2 0 2 29 22 51 0 0 0 29 21 50 0 0 0 33 23 56 0 0 0 2 :00 18 29 47 0 0 0 35 19 54 0 0 0 35 20 55 1 0 1 39 27 66 2 0 2 3 :00 42 25 67 1 0 1 32 39 71 2 1 3 33 39 72 0 0 0 44 32 76 2 1 3 4:00 42 42 84 2 0 2 37 32 69 0 1 1 46 32 78 2 0 2 47 41 88 1 0 1 5:00 62 37 99 4 4 8 38 37 75 2 3 5 36 26 62 6 6 12 28 21 49 15 9 24 6 : 00 20 12 32 16 8 24 22 16 38 21 18 39 13 15 28 27 19 46 11 10 21 27 21 48 7 : 00 19 11 30 26 25 51 15 14 29 20 32 52 15 13 28 21 36 57 6 5 11 27 28 55 8:00 2 6 8 23 27 50 3 4 7 22 11 33 8 3 11 27 23 50 5 6 11 31 15 46 9 : 00 5 9 14 26 20 46 6 3 9 16 17 33 3 4 7 26 17 43 4 2 6 26 21 47 10 :00 6 2 8 30 17 47 2 5 7 23 36 59 1 4 5 27 23 50 4 2 6 28 29 57 11: 00 3 2 5 26 27 53 6 0 6 22 16 38 4 0 4 28 9 37 0 1 1 Prepared by NEWPORT TRAFFIC STUDIES 24 HOUR VOLUMES STREET MAIN LAKE ELSIONORE LOCATION S/O I-15 DATE 05-25-05 NORTHBOUND SOUTHBOUND TOTAL 12 : 00 35 38 73 1:00 30 29 59 2 :00 16 19 35 3 :00 53 30 83 4:00 128 48 176 5:00 292 119 411 6 :00 528 232 760 7 :00 550 537 1, 087 8:00 420 381 801 9:00 337 307 644 10: 00 372 278 650 11:00 AM 441 320 761 12 :00 PM 399 309 708 1: 00 373 383 756 2 :00 498 434 932 3 :00 524 543 1, 067 4 :00 454 581 1, 035 5: 00 466 503 969 6 :00 313 414 727 7 :00 258 239 497 8:00 197 186 383 9 : 00 169 162 331 10 :00 85 111 196 11:00 47 57 104 12:00 6, 985 6,260 13,245 prepared by NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET : MAIN LAKE ELSIONORE LOCATION : S/O I-15 DATE 05-25-05 AM PM NORTH SOUTH TOTAL NORTH SOUTH TOTAL BOUND BOUND TOTAL BOUND BOUND TOTAL 10 8 18 12 : 00 98 74 172 10 12 22 102 63 165 8 11 19 79 88 167 7 7 14 120 84 204 10 11 21 1:00 98 78 176 8 8 16 79 98 177 9 6 15 104 108 212 3 4 7 92 99 191 3 4 7 2 :00 120 99 219 2 5 7 110 116 226 3 7 10 136 105 241 8 3 11 132 114 246 4 8 12 3 :00 133 114 247 12 3 15 125 151 276 16 8 24 123 139 262 21 11 32 143 139 282 17 10 27 4:00 128 164 292 36 12 48 107 138 245 32 15 47 129 139 268 43 11 54 90 140 230 45 17 62 5:00 131 142 273 44 28 72 121 141 262 100 30 130 119 117 236 103 44 147 95 103 198 102 33 135 6 :00 75 108 183 114 53 167 79 107 186 161 71 232 78 109 187 151 75 226 81 90 171 110 105 215 7:00 62 75 137 125 154 279 76 58 134 157 129 286 47 45 92 158 149 307 73 61 134 135 115 250 8:00 41 54 95 107 110 217 59 45 104 96 81 177 54 43 97 82 75 157 43 44 87 66 79 145 9:00 42 42 84 89 76 165 51 51 102 74 64 138 39 42 81 108 88 196 37 27 64 80 60 140 10:00 22 32 54 108 70 178 22 29 51 94 63 157 25 24 49 90 85 175 16 26 42 117 94 211 11:00 15 21 36 125 64 189 12 12 24 96 97 193 13 11 24 103 65 168 7 13 20 Prepared by NEWPORT TRAFFIC STUDIES 24 HOUR VOLUMES STREET : SUMMERHILL LAKE ELSIONORE LOCATION N/O RAILROAD DATE 05-25-05 NORTHBOUND SOUTHBOUND TOTAL 12 :00 17 46 63 1:00 10 24 34 2 :00 7 24 31 3 :00 23 30 53 4: 00 31 26 57 5:00 103 72 175 6 :00 181 379 560 7 :0 0 272 578 850 8:00 397 508 905 9 :00 433 465 898 10 :00 409 442 851 11: 00 AM 455 434 889 12 :00 PM 456 381 837 1: 00 466 404 870 2 : 00 520 401 921 3 : 00 490 484 974 4 :00 546 611 1, 157 5 :00 616 641 1,257 6 :00 376 377 753 7 :00 266 228 494 8:00 167 184 351 9 :00 137 170 307 10 :00 52 81 133 11: 00 33 45 78 12 : 00 6,463 7, 035 13,498 Prepared by NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET : SUMMERHILL LAKE ELSIONORE LOCATION : N/O RAILROAD DATE 05-25-05 AM PM NORTH SOUTH TOTAL NORTH SOUTH TOTAL BOUND BOUND TOTAL BOUND BOUND TOTAL 3 11 14 12 :00 96 87 183 3 13 16 126 80 206 7 13 20 124 87 211 4 9 13 110 127 237 0 6 6 1:00 113 106 219 4 5 9 103 101 204 4 6 10 105 104 209 2 7 9 145 93 238 0 3 3 2 :00 118 120 238 4 6 10 119 93 212 3 9 12 132 84 216 0 6 6 151 104 255 9 6 15 3 :00 133 131 264 0 9 9 118 140 258 5 8 13 111 100 211 9 7 16 128 113 241 5 6 11 4 :00 138 160 298 5 9 14 134 147 281 5 6 11 131 157 288 16 5 21 143 147 290 17 11 28 5:00 164 167 331 17 12 29 179 166 345 32 23 55 144 167 311 37 26 63 129 141 270 40 70 110 6:00 115 121 236 27 87 114 100 97 197 48 86 134 86 84 170 66 136 202 75 75 150 56 147 203 7 :00 75 65 140 54 179 233 65 51 116 78 136 214 61 51 112 84 116 200 65 61 126 93 140 233 8: 00 65 54 119 104 104 208 45 42 87 106 117 223 26 37 63 94 147 241 31 51 82 119 151 270 9 :00 45 46 91 99 121 220 32 51 83 104 107 211 32 42 74 111 86 197 28 31 59 86 107 193 10:00 21 26 47 105 113 218 13 24 37 108 121 229 11 18 29 110 101 211 7 13 20 107 106 213 11:00 13 15 28 121 107 228 9 13 22 112 127 239 5 8 13 115 94 209 6 9 15 Prepared by NEWPORT TRAFFIC STUDIES APPENDIX C Explanation and Calculation of Intersection Delay EXPLANATION AND CALCULATION OF INTERSECTION LEVEL OF SERVICE USING DELAY METHODOLOGY The levels of service at the unsignalized and signalized intersections are calculated using the delay methodology in the 2000 Highway Capacity Manual. This methodology views an intersection as consisting of several lane groups. A lane group is a set of lanes serving a movement. If there are two northbound left turn lanes, then the lane group serving the northbound left turn movement has two lanes. Similarly, there may be three lanes in the lane group serving the northbound through movement, one lane in the lane group serving the northbound right turn movement, and so forth. It is also possible for one lane to serve two lane groups. A shared lane might result in there being 1.5 lanes in the northbound left turn lane group and 2.5 lanes in the northbound through lane group. For each lane group, there is a capacity. That capacity is calculated by multiplying the number of lanes in the lane group times a theoretical maximum lane capacity per lane time's 12 adjustment factors. Each of the 12 adjustment factors has a value of approximately 1.00. A value less than 1.00 is generally assigned when a less than desirable condition occurs. The 12 adjustment factors are as follows: 1. Peak hour factor (to account for peaking within the peak hour) 2. Lane utilization factor (to account for not all lanes loading equally) 3. Lane width 4. Percent of heavy trucks 5. Approach grade 6. Parking 7. Bus stops at intersections 8. Area type (CBD or other) 9. Right turns 10. Left turns 11. Pedestrian activity 12. Signal progression The maximum theoretical lane capacity and the 12 adjustment factors for it are all unknowns for which approximate estimates have been recommended in the 2000 Highway Capacity Manual. For the most part, the recommended values are not based on statistical analysis but rather on educated estimates. However, it is possible to use the delay method and get reasonable results as will be discussed below. Once the lane group volume is known and the lane group capacity is known, a volume to capacity ratio can be calculated for the lane group. With a volume to capacity ratio calculated, average delay per vehicle in a lane group can be estimated. The average delay per vehicle in a lane group is calculated using a complex formula provided by the 2000 Highway Capacity Manual, which can be simplified and described as follows: Delay per vehicle in a lane group is a function of the following: 1. Cycle length 2. Amount of red time faced by a lane group I Amount of yellow time for that lane group 4. The volume to capacity ratio of the lane group The average delay per vehicle for each lane group is calculated, and eventually an overall average delay for all vehicles entering the intersection is calculated. This average delay per vehicle is then used to judge Level of Service. The Level of Services are defined in the table that follows this discussion. Experience has shown that when a maximum lane capacity of 1,900 vehicles per hour is used (as recommended in the 2000 Highway Capacity Manual), little or no yellow time penalty is used, and none of the 12 penalty factors are applied, calculated delay is realistic. The delay calculation for instance assumes that yellow time is totally unused. Yet experience shows that most of the yellow time is used. An idiosyncrasy of the delay methodology is that it is possible to add traffic to an intersection and reduce the average total delay per vehicle. If the average total delay is 30 seconds per vehicle for all vehicles traveling through an intersection, and traffic is added to a movement that has an average total delay of 15 seconds per vehicle, then the overall average total delay is reduced. The delay calculation for a lane group is based on a concept that the delay is a function of the amount of unused capacity available. As the volume approaches capacity and there is no more unused capacity available, then the delay rapidly increases. Delay is not proportional to volume, but rather increases rapidly as the unused capacity approaches zero. Because delay is not linearly related to volumes, the delay does not reflect how close an intersection is to overloading. If an intersection is operating at Level of Service C and has an average total delay of 18 seconds per vehicle, you know very little as to what percent the traffic can increase before Level of Service E is reached. LEVEL OF SERVICE DESCRIPTION' Average Total Delay Per Vehicle(Seconds) Level of Service Description Signalized Unsi nalized A Level of Service A occurs when progression is extremely favorable 0 to 10.00 0 to 10.00 and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay. B Level of Service B generally occurs with good progression and/or 10.01 to 20.00 10.01 to 15.00 short cycle lengths. More vehicles stop than for Level of Service A, causing higher levels of average total delay. C Level of Service C generally results when there is fair progression 20.01 to 35.00 15.01 to 25.00 and/or longer cycle lengths. Individual cycle failures may begin to appear in this level. The number of vehicles stopping is significant at this level, although many still pass through the intersection without stopping. D Level of Service D generally results in noticeable congestion. 35.01 to 55.00 25.01 to 35.00 Longer delays may result from some combination of unfavorable progression, long cycle lengths, or high volume to capacity ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable. E Level of Service E is considered to be the limit of acceptable delay. 55.01 to 80.00 35.01 to 50.00 These high delay values generally indicate poor progression, long cycle lengths, and high volume to capacity ratios. Individual cycle failures are frequent occurrences. F Level of Service F is considered to be unacceptable to most drivers. 80.01 and up 50.01 and up This condition often occurs with oversaturation, i.e., when arrival flow rates exceed the capacity of the intersection. It may also occur at high volume to capacity ratios below 1.00 with many individual cycle failures. Poor progression and long cycle lengths may also be major contributing causes to such delay levels. ' Source: Highway Capacity Manual Special Report 209,Transportation Research Board, National Research Council,Washington, D.C.,2000. Existing MITIG8 - Default Scenario Tue Oct 10, 2006 12:20:12 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.599 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.8 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 201 0 94 0 766 440 223 951 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 201 0 94 0 766 440 223 951 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 201 0 94 0 766 440 223 951 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 201 0 94 0 766 440 223 951 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 201 0 94 0 766 440 223 951 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.06 0.00 0.21 0.27 0.12 0.26 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.23 0.00 0.45 0.45 0.21 0.66 0.00 Volume/Cap: 0.00 0.00 0.00 0.60 0.00 0.25 0.00 0.47 0.60 0.60 0.40 0.00 Delay/Veh: 0.0 0.0 0.0 40.8 0.0 35.0 0.0 21.0 23.8 42.2 8.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 40.8 0.0 35.0 0.0 21.0 23.8 42.2 8.7 0.0 LOS by Move: A A A D A D A C C D A A HCM2kAvgQ: 0 0 0 7 0 3 0 9 12 8 8 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Tue Oct 10, 2006 12:21:23 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.801 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 25.0 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------ ---------------II---------------II-------- II---------------I Volume Module: Base Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 356 0 66 0 905 452 297 1308 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 356 0 66 0 905 452 297 1308 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 356 0 66 0 905 452 297 1308 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.24 0.00 0.04 0.00 0.25 0.28 0.16 0.36 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.30 0.00 0.30 0.00 0.35 0.35 0.21 0.55 0.00 Volume/Cap: 0.00 0.00 0.00 0.80 0.00 0.13 0.00 0.72 0.80 0.80 0.65 0.00 Delay/Veh: 0.0 0.0 0.0 37.2 0.0 21.6 0.0 26.0 33.0 43.9 14.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 37.2 0.0 21.6 0.0 26.0 33.0 43.9 14.0 0.0 LOS by Move: A A A D A C A C C D B A HCM2kAvgQ: 0 0 0 11 0 1 0 12 13 10 13 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 10:52:29 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 1.8 Worst Case Level Of Service: B[ 12.61 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 6 0 106 0 188 350 91 463 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 6 0 106 0 188 350 91 463 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 6 0 106 0 188 350 91 463 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 6 0 106 0 188 350 91 463 0 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------11---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1008 xxxx 463 xxxx xxxx xxxxx 538 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 269 xxxx 603 xxxx xxxx xxxxx 1040 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 251 xxxx 603 xxxx xxxx xxxxx 1040 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.02 xxxx 0.18 xxxx xxxx xxxx 0.09 xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx 0.6 xxxx xxxx xxxxx 0.3 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 19.7 xxxx 12.2 xxxxx xxxx xxxxx 8.8 xxxx xxxxx LOS by Move: * * * C * B * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 12.6 xxxxxx xxxxxx ApproachLOS: * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 11:07:11 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 2.8 Worst Case Level Of Service: B[ 13.61 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 19 0 200 0 269 262 54 418 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 19 0 200 0 269 262 54 418 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 19 0 200 0 269 262 54 418 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 19 0 200 0 269 262 54 418 0 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 926 xxxx 418 xxxx xxxx xxxxx 531 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 301 xxxx 639 xxxx xxxx xxxxx 1047 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 289 xxxx 639 xxxx xxxx xxxxx 1047 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.07 xxxx 0.31 xxxx xxxx xxxx 0.05 xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.2 xxxx 1.3 xxxx xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 18.3 xxxx 13.2 xxxxx xxxx xxxxx 8.6 xxxx xxxxx LOS by Move: * * * C * B * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 13.6 xxxxxx xxxxxx ApproachLOS: * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Tue Oct 10, 2006 12:23:05 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.886 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 30.4 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 503 0 215 0 413 219 537 686 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 503 0 215 0 413 219 537 686 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 503 0 215 0 413 219 537 686 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 503 0 215 0 413 219 537 686 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 503 0 215 0 413 219 537 686 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.75 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.54 0.00 0.46 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2151 0 647 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.23 0.00 0.33 0.00 0.11 0.14 0.30 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.00 0.17 0.17 0.32 0.49 0.00 Volume/Cap: 0.00 0.00 0.00 0.67 0.00 0.94 0.00 0.66 0.78 0.94 0.39 0.00 Delay/Veh: 0.0 0.0 0.0 22.2 0.0 43.9 0.0 31.6 43.0 49.7 12.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 22.2 0.0 43.9 0.0 31.6 43.0 49.7 12.3 0.0 LOS by Move: A A A C A D A C D D B A HCM2kAvgQ: 0 0 0 8 0 16 0 6 7 17 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Tue Oct 10, 2006 12:23:20 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) Cycle (sec) : 70 Critical Vol./Cap. (X) : 1.107 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 50.1 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 781 0 307 0 655 195 428 679 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 781 0 307 0 655 195 428 679 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 781 0 307 0 655 195 428 679 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 781 0 307 0 655 195 428 679 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 781 0 307 0 655 195 428 679 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.74 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.56 0.00 0.44 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2172 0 616 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.36 0.00 0.50 0.00 0.18 0.12 0.24 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.44 0.00 0.44 0.00 0.19 0.19 0.21 0.39 0.00 Volume/Cap: 0.00 0.00 0.00 0.83 0.00 1.14 0.00 0.98 0.65 1.14 0.48 0.00 Delay/Veh: 0.0 0.0 0.0 21.8 0.0 97.5 0.0 57.3 31.4 119.3 16.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 21.8 0.0 97.5 0.0 57.3 31.4 119.3 16.1 0.0 LOS by Move: A A A C A F A E C F B A HCM2kAvgQ: 0 0 0 12 0 30 0 13 5 20 6 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 10:52:29 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.637 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.2 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 351 0 431 0 0 0 45 922 0 0 823 358 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 351 0 431 0 0 0 45 922 0 0 823 358 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 351 0 431 0 0 0 45 922 0 0 823 358 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 351 0 431 0 0 0 45 922 0 0 823 358 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 351 0 431 0 0 0 45 922 0 0 823 358 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.27 0.00 0.00 0.00 0.02 0.26 0.00 0.00 0.23 0.22 Crit Moves: **** **** **** Green/Cycle: 0.36 0.00 0.36 0.00 0.00 0.00 0.15 0.46 0.00 0.00 0.30 0.30 Volume/Cap: 0.67 0.00 0.75 0.00 0.00 0.00 0.16 0.56 0.00 0.00 0.75 0.73 Delay/Veh: 21.2 0.0 23.7 0.0 0.0 0.0 24.1 13.2 0.0 0.0 23.2 25.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.2 0.0 23.7 0.0 0.0 0.0 24.1 13.2 0.0 0.0 23.2 25.6 LOS by Move: C A C A A A C B A A C C HCM2kAvgQ: 7 0 9 0 0 0 1 8 0 0 10 8 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 11:07:11 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.795 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 28.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 489 0 540 0 0 0 70 1191 0 0 1116 222 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 489 0 540 0 0 0 70 1191 0 0 1116 222 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 489 0 540 0 0 0 70 1191 0 0 1116 222 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.33 0.00 0.33 0.00 0.00 0.00 0.04 0.33 0.00 0.00 0.31 0.14 Crit Moves: **** **** **** Green/Cycle: 0.39 0.00 0.39 0.00 0.00 0.00 0.12 0.47 0.00 0.00 0.36 0.36 Volume/Cap: 0.87 0.00 0.87 0.00 0.00 0.00 0.33 0.70 0.00 0.00 0.87 0.39 Delay/Veh: 37.7 0.0 36.5 0.0 0.0 0.0 35.3 18.9 0.0 0.0 32.1 20.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.7 0.0 36.5 0.0 0.0 0.0 35.3 18.9 0.0 0.0 32.1 20.9 LOS by Move: D A D A A A D B A A C C HCM2kAvgQ: 15 0 16 0 0 0 2 14 0 0 18 5 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 10:52:30 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 21.1 Worst Case Level Of Service: E[ 35.81 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 395 0 43 0 0 0 131 63 0 0 159 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 395 0 43 0 0 0 131 63 0 0 159 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 395 0 43 0 0 0 131 63 0 0 159 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 395 0 43 0 0 0 131 63 0 0 159 1 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 485 xxxx 63 xxxx xxxx xxxxx 160 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 545 xxxx 1007 xxxx xxxx xxxxx 1432 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 507 xxxx 1007 xxxx xxxx xxxxx 1432 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.78 xxxx 0.04 xxxx xxxx xxxx 0.09 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 533 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 8.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 35.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * E ApproachDel: 35.8 xxxxxx xxxxxx xxxxxx ApproachLOS: E ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 11:07:11 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 15.1 Worst Case Level Of Service: D[ 30.81 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 330 0 35 0 0 0 116 172 0 0 142 10 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 330 0 35 0 0 0 116 172 0 0 142 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 330 0 35 0 0 0 116 172 0 0 142 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 330 0 35 0 0 0 116 172 0 0 142 10 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------ ---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 551 xxxx 172 xxxx xxxx xxxxx 152 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 499 xxxx 877 xxxx xxxx xxxxx 1441 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 468 xxxx 877 xxxx xxxx xxxxx 1441 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.70 xxxx 0.04 xxxx xxxx xxxx 0.08 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 490 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 6.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 30.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * D ApproachDel: 30.8 xxxxxx xxxxxx xxxxxx ApproachLOS: D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Tue Oct 10, 2006 12:25:04 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.924 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 24.2 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 157 0 292 0 0 0 193 723 0 0 1066 764 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 157 0 292 0 0 0 193 723 0 0 1066 764 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 157 0 292 0 0 0 193 723 0 0 1066 764 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.51 0.00 1.49 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 765 0 2158 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.14 0.00 0.00 0.00 0.11 0.20 0.00 0.00 0.30 0.47 Crit Moves: **** **** **** Green/Cycle: 0.22 0.00 0.22 0.00 0.00 0.00 0.13 0.63 0.00 0.00 0.51 0.51 Volume/Cap: 0.94 0.00 0.62 0.00 0.00 0.00 0.86 0.32 0.00 0.00 0.58 0.94 Delay/Veh: 56.4 0.0 29.8 0.0 0.0 0.0 60.2 6.9 0.0 0.0 14.4 36.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.4 0.0 29.8 0.0 0.0 0.0 60.2 6.9 0.0 0.0 14.4 36.4 LOS by Move: E A C A A A E A A A B D HCM2kAvgQ: 12 0 5 0 0 0 7 4 0 0 10 23 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Tue Oct 10, 2006 12:25:21 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.943 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 28.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 234 0 557 0 0 0 189 1247 0 0 873 550 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 234 0 557 0 0 0 189 1247 0 0 873 550 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 234 0 557 0 0 0 189 1247 0 0 873 550 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.80 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.45 0.00 1.55 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 675 0 2253 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.35 0.00 0.25 0.00 0.00 0.00 0.10 0.35 0.00 0.00 0.24 0.34 Crit Moves: **** **** **** Green/Cycle: 0.36 0.00 0.36 0.00 0.00 0.00 0.13 0.48 0.00 0.00 0.35 0.35 Volume/Cap: 0.97 0.00 0.69 0.00 0.00 0.00 0.79 0.71 0.00 0.00 0.69 0.97 Delay/Veh: 48.6 0.0 22.5 0.0 0.0 0.0 47.0 16.7 0.0 0.0 22.5 54.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.6 0.0 22.5 0.0 0.0 0.0 47.0 16.7 0.0 0.0 22.5 54.7 LOS by Move: D A C A A A D B A A C D HCM2kAvgQ: 18 0 8 0 0 0 6 13 0 0 10 19 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 10:52:30 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.598 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 27.6 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 65 103 44 75 104 259 276 973 104 112 857 218 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 65 103 44 75 104 259 276 973 104 112 857 218 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 65 103 44 75 104 259 276 973 104 112 857 218 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 103 44 75 104 259 276 973 104 112 857 218 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 65 103 44 75 104 259 276 973 104 112 857 218 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.69 0.96 0.96 0.65 1.00 0.85 0.95 0.95 0.85 0.95 0.88 0.88 Lanes: 1.00 0.70 0.30 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.39 0.61 Final Sat. : 1305 1271 543 1241 1900 1615 1805 3610 1615 1805 4011 1020 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.08 0.08 0.06 0.05 0.16 0.15 0.27 0.06 0.06 0.21 0.21 Crit Moves: **** **** **** Green/Cycle: 0.31 0.31 0.31 0.31 0.31 0.31 0.21 0.40 0.40 0.11 0.30 0.30 Volume/Cap: 0.16 0.26 0.26 0.19 0.18 0.52 0.72 0.67 0.16 0.56 0.72 0.72 Delay/Veh: 22.7 23.5 23.5 23.0 22.7 26.4 39.3 23.4 17.4 41.4 29.9 29.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 22.7 23.5 23.5 23.0 22.7 26.4 39.3 23.4 17.4 41.4 29.9 29.9 LOS by Move: C C C C C C D C B D C C HCM2kAvgQ: 1 3 3 2 2 6 9 12 2 4 11 11 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 11:07:11 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 115 Critical Vol./Cap. (X) : 0.671 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 26.7 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 37 125 91 46 221 158 1433 140 79 1032 67 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 37 125 91 46 221 158 1433 140 79 1032 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 85 37 125 91 46 221 158 1433 140 79 1032 67 ------------I-------- II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.73 0.88 0.88 0.57 1.00 0.85 0.95 0.95 0.85 0.95 0.90 0.90 Lanes: 1.00 0.23 0.77 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.82 0.18 Final Sat. : 1387 384 1296 1087 1900 1615 1805 3610 1615 1805 4827 313 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.10 0.08 0.02 0.14 0.09 0.40 0.09 0.04 0.21 0.21 Crit Moves: **** **** **** Green/Cycle: 0.24 0.24 0.24 0.24 0.24 0.24 0.18 0.53 0.53 0.09 0.44 0.44 Volume/Cap: 0.25 0.40 0.40 0.34 0.10 0.56 0.49 0.75 0.16 0.50 0.49 0.49 Delay/Veh: 35.5 37.1 37.1 36.7 33.8 40.0 43.6 22.7 14.0 52.7 23.3 23.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.5 37.1 37.1 36.7 33.8 40.0 43.6 22.7 14.0 52.7 23.3 23.3 LOS by Move: D D D D C D D C B D C C HCM2kAvgQ: 3 5 5 3 1 7 5 21 2 3 10 10 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 10:52:30 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.558 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 23.6 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 1 1 5 13 1 257 236 855 1 8 929 109 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 1 5 13 1 257 236 855 1 8 929 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 1 5 13 1 257 236 855 1 8 929 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 1 5 13 1 257 236 855 1 8 929 109 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 1 1 5 13 1 257 236 855 1 8 929 109 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 0.88 0.88 0.87 0.87 0.85 0.92 0.95 0.95 0.95 0.95 0.85 Lanes: 1.00 0.17 0.83 0.93 0.07 1.00 2.00 1.99 0.01 1.00 2.00 1.00 Final Sat. : 1438 277 1385 1537 118 1615 3502 3606 4 1805 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.01 0.16 0.07 0.24 0.24 0.00 0.26 0.07 Crit Moves: **** **** **** Green/Cycle: 0.31 0.31 0.31 0.31 0.31 0.31 0.12 0.38 0.38 0.18 0.44 0.44 Volume/Cap: 0.00 0.01 0.01 0.03 0.03 0.51 0.58 0.63 0.63 0.03 0.58 0.15 Delay/Veh: 21.4 21.4 21.4 21.6 21.6 26.3 40.0 23.7 23.7 30.6 19.5 15.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.4 21.4 21.4 21.6 21.6 26.3 40.0 23.7 23.7 30.6 19.5 15.2 LOS by Move: C C C C C C D C C C B B HCM2kAvgQ: 0 0 0 0 0 6 4 11 11 0 11 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 11:07:11 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.434 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.1 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 5 1 6 15 1 115 93 1049 6 2 1058 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 1 6 15 1 115 93 1049 6 2 1058 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 1 6 15 1 115 93 1049 6 2 1058 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 1 6 15 1 115 93 1049 6 2 1058 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 5 1 6 15 1 115 93 1049 6 2 1058 10 ------------I---------------II---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 0.87 0.87 0.85 0.85 0.85 0.92 0.95 0.95 0.95 0.95 0.85 Lanes: 1.00 0.14 0.86 0.94 0.06 1.00 2.00 1.99 0.01 1.00 2.00 1.00 Final Sat. : 1435 236 1418 1505 100 1615 3502 3586 21 1805 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.01 0.07 0.03 0.29 0.29 0.00 0.29 0.01 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.08 0.52 0.52 0.15 0.58 0.58 Volume/Cap: 0.01 0.02 0.02 0.04 0.04 0.31 0.32 0.56 0.56 0.01 0.50 0.01 Delay/Veh: 35.4 35.4 35.4 35.7 35.7 38.4 52.4 20.0 20.0 43.6 14.9 10.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.4 35.4 35.4 35.7 35.7 38.4 52.4 20.0 20.0 43.6 14.9 10.5 LOS by Move: D D D D D D D C C D B B HCM2kAvgQ: 0 0 0 0 0 4 2 14 14 0 12 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 10:52:30 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 4.1 Worst Case Level Of Service: A[ 8.91 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 6 3 0 0 5 120 98 0 8 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 3 0 0 5 120 98 0 8 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 3 0 0 5 120 98 0 8 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 6 3 0 0 5 120 98 0 8 0 0 0 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx .6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ ---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 125 xxxx xxxxx xxxx xxxx xxxxx 20 xxxx 5 xxxx xxxx xxxxx Potent Cap. : 1474 xxxx xxxxx xxxx xxxx xxxxx 1002 xxxx 1084 xxxx xxxx xxxxx Move Cap. : 1474 xxxx xxxxx xxxx xxxx xxxxx 999 xxxx 1084 xxxx xxxx xxxxx Volume/Cap: 0.00 xxxx xxxx xxxx xxxx xxxx 0.10 xxxx 0.01 xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx 0.0 xxxx xxxx xxxxx Control Del: 7.5 xxxx xxxxx xxxxx xxxx xxxxx 9.0 xxxx 8.3 xxxxx xxxx xxxxx LOS by Move: A * * * * * A * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * ApproachDel: xxxxxx xxxxxx 8.9 xxxxxx ApproachLOS: * * A ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 11:07:11 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 5.6 Worst Case Level Of Service: A[ 9.51 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 10 3 0 0 3 142 199 0 8 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 3 0 0 3 142 199 0 8 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 3 0 0 3 142 199 0 8 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 10 3 0 0 3 142 199 0 8 0 0 0 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 145 xxxx xxxxx xxxx xxxx xxxxx 26 xxxx 3 xxxx xxxx xxxxx Potent Cap. : 1450 xxxx xxxxx xxxx xxxx xxxxx 995 xxxx 1087 xxxx xxxx xxxxx Move Cap. : 1450 xxxx xxxxx xxxx xxxx xxxxx 989 xxxx 1087 xxxx xxxx xxxxx Volume/Cap: 0.01 xxxx xxxx xxxx xxxx xxxx 0.20 xxxx 0.01 xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.7 xxxx 0.0 xxxx xxxx xxxxx Control Del: 7.5 xxxx xxxxx xxxxx xxxx xxxxx 9.6 xxxx 8.3 xxxxx xxxx xxxxx LOS by Move: A * * * * * A * A * * . Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * ApproachDel: xxxxxx xxxxxx 9.5 xxxxxx ApproachLOS: * * A ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 10:52:31 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Average Delay (sec/veh) : 7.2 Worst Case Level Of Service: B[ 10.41 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1 0 0 3 1 49 0 74 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 1 0 0 3 1 49 0 74 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 131 1 0 0 3 1 49 0 74 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 131 1 0 0 3 1 49 0 74 0 0 0 ------------I---------------II--- ------II---------------II---------------I Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 137 135 xxxxx xxxx 172 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 839 760 xxxxx xxxx 725 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 800 717 xxxxx xxxx 684 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.16 0.00 xxxx xxxx 0.00 0.00 0.05 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 799 xxxx xxxxx xxxx xxxx 728 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.6 xxxx xxxxx xxxxx xxxx 0.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 10.4 xxxx xxxxx xxxxx xxxx 10.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: B * * * * A ApproachDel: 10.4 10.0 xxxxxx xxxxxx ApproachLOS: B A ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 11:07:12 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Average Delay (sec/veh) : 3.6 Worst Case Level Of Service: B[ 11.51 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 1 0 0 4 1 1 0 416 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 1 0 0 4 1 1 0 416 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 1 0 0 4 1 1 0 416 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 186 1 0 0 4 1 1 0 416 0 0 0 ------------ ---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 212 210 xxxxx xxxx 418 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 749 691 xxxxx xxxx 529 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 743 690 xxxxx xxxx 528 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.25 0.00 xxxx xxxx 0.01 0.00 0.00 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 743 xxxx xxxxx xxxx xxxx 576 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 1.0 xxxx xxxxx xxxxx xxxx 0.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 11.5 xxxx xxxxx xxxxx xxxx 11.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: B * * * * B ApproachDel: 11.5 11.3 xxxxxx xxxxxx ApproachLOS: B B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 10:52:31 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.284 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 72 157 10 1 447 15 16 3 106 40 5 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 72 157 10 1 447 15 16 3 106 40 5 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 157 10 1 447 15 16 3 106 40 5 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 157 10 1 447 15 16 3 106 40 5 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 72 157 10 1 447 15 16 3 106 40 5 2 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.95 0.95 0.76 0.85 0.85 0.68 0.96 0.96 Lanes: 1.00 1.88 0.12 1.00 1.94 0.06 1.00 0.03 0.97 1.00 0.71 0.29 Final Sat. : 1805 3363 214 1805 3475 117 1450 45 1578 1298 1299 520 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.05 0.05 0.00 0.13 0.13 0.01 0.07 0.07 0.03 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.14 0.32 0.32 0.18 0.36 0.36 0.33 0.33 0.33 0.33 0.33 0.33 Volume/Cap: 0.28 0.15 0.15 0.00 0.36 0.36 0.03 0.20 0.20 0.09 0.01 0.01 Delay/Veh: 27.4 17.0 17.0 23.6 16.8 16.8 16.0 17.1 17.1 16.4 15.8 15.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.4 17.0 17.0 23.6 16.8 16.8 16.0 17.1 17.1 16.4 15.8 15.8 LOS by Move: C B B C B B B B B B B B HCM2kAvgQ: 2 1 1 0 4 4 0 2 2 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC,. ORANGE CA Default Scenario Tue Oct 10, 2006 11:07:12 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.488 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 18.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 146 415 62 1 288 21 86 40 334 42 10 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 146 415 62 1 288 21 86 40 334 42 10 1 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 146 415 62 1 288 21 86 40 334 42 10 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 146 415 62 1 288 21 86 40 334 42 10 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 146 415 62 1 288 21 86 40 334 42 10 1 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.93 0.93 0.95 0.94 0.94 0.76 0.87 0.87 0.39 0.99 0.99 Lanes: 1.00 1.74 0.26 1.00 1.86 0.14 1.00 0.11 0.89 1.00 0.91 0.09 Final Sat. : 1805 3081 460 1805 3331 243 1444 176 1469 733 1703 170 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.13 0.13 0.00 0.09 0.09 0.06 0.23 0.23 0.06 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.16 0.29 0.29 0.16 0.29 0.29 0.37 0.37 0.37 0.37 0.37 0.37 Volume/Cap: 0.51 0.47 0.47 0.00 0.30 0.30 0.16 0.62 0.62 0.16 0.02 0.02 Delay/Veh: 25.8 18.9 18.9 22.3 17.8 17.8 13.6 18.5 18.5 13.7 12.8 12.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 25.8 18.9 18.9 22.3 17.8 17.8 13.6 18.5 18.5 13.7 12.8 12.8 LOS by Move: C B B C B B B B B B B B HCM2kAvgQ: 3 4 4 0 3 3 1 7 7 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 10:52:32 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.653 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 43.8 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 228 39 82 314 94 185 143 662 210 149 1417 57 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 228 39 82 314 94 185 143 662 210 149 1417 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 228 39 82 314 94 185 143 662 210 149 1417 57 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.52 0.48 1.00 2.88 0.12 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2642 838 1805 4956 199 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.01 0.05 0.17 0.05 0.11 0.04 0.25 0.25 0.08 0.29 0.29 Crit Moves• **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.31 0.08 0.31 0.31 0.10 0.33 0.33 Volume/Cap: 0.29 0.05 0.23 0.77 0.22 0.37 0.49 0.80 0.80 0.79 0.86 0.86 Delay/Veh: 38.8 36.5 38.3 52.6 38.2 32.9 53.9 42.2 42.2 72.8 41.9 41.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.8 36.5 38.3 52.6 38.2 32.9 53.9 42.2 42.2 72.8 41.9 41.9 LOS by Move: D D D D D C D D D E D D HCM2kAvgQ: 4 1 3 13 3 5 3 17 17 7 21 21 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Tue Oct 10, 2006 11:07:12 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.796 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 81.2 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 340 188 238 218 146 300 364 1097 343 105 783 71 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 340 188 238 218 146 300 364 1097 343 105 783 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1100 1.00 Final Vol. : 340 188 238 218 146 300 364 1097 343 105 783 71 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.52 0.48 1.00 2.75 0.25 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2651 829 1805 4699 426 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.05 0.15 0.12 0.08 0.19 0.10 0.41 0.41 0.06 0.17 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.37 0.15 0.33 0.33 0.08 0.27 0.27 Volume/Cap: 0.43 0.23 0.65 0.54 0.34 0.50 0.71 1.24 1.24 0.70 0.62 0.62 Delay/Veh: 40.3 38.2 46.5 42.4 39.5 29.8 53.4 156 156.1 67.0 39.2 39.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.3 38.2 46.5 42.4 39.5 29.8 53.4 156 156.1 67.0 39.2 39.2 LOS by Move: D D D D D C D F F E D D HCM2kAvgQ: 6 3 9 8 5 9 8 48 48 5 11 11 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Opening Year (2009) Without Project Default Scenario Fri Apr 27, 2007 15:20:11 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 1.009 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 40.0 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 201 0 94 0 766 440 223 951 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 213 0 100 0 812 466 236 1008 0 Added Vol: 0 0 0 124 0 129 0 307 114 277 374 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 337 0 229 0 1119 580 513 1382 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 337 0 229 0 1119 580 513 1382 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 337 0 229 0 1119 580 513 1382 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 337 0 229 0 1119 580 513 1382 0 ------------I---------------11---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.23 0.00 0.14 0.00 0.31 0.36 0.28 0.38 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.23 0.00 0.36 0.36 0.28 0.64 0.00 Volume/Cap: 0.00 0.00 0.00 1.01 0.00 0.62 0.00 0.87 1.01 1.01 0.60 0.00 Delay/Veh: 0.0 0.0 0.0 86.3 0.0 34.4 0.0 33.7 68.7 74.5 10.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 86.3 0.0 34.4 0.0 33.7 68.7 74.5 10.0 0.0 LOS by Move: A A A F A C A C E E A A HCM2kAvgQ: 0 0 0 15 0 7 0 18 23 21 12 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:42 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.455 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 175.3 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 377 0 70 0 959 479 315 1386 0 Added Vol: 0 0 0 426 0 171 0 534 164 310 505 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 803 0 241 0 1493 643 625 1891 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 803 0 241 0 1493 643 625 1891 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 803 0 241 0 1493 643 625 1891 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 803 0 241 0 1493 643 625 1891 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.55 0.00 0.15 0.00 0.41 0.40 0.35 0.52 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.38 0.00 0.38 0.00 0.28 0.28 0.24 0.52 0.00 Volume/Cap: 0.00 0.00 0.00 1.46 0.00 0.39 0.00 1.46 1.40 1.46 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 252.2 0.0 27.7 0.0 253 236.0 263.1 50.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 252.2 0.0 27.7 0.0 253 236.0 263.1 50.2 0.0 LOS by Move: A A A F A C A F F F D A HCM2kAvgQ: 0 0 0 61 0 7 0 60 48 48 45 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:05:34 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.818 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.5 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------h---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 201 0 94 0 766 440 223 951 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 213 0 100 0 812 466 236 1008 0 Added Vol: 0 0 0 124 0 129 0 307 114 277 374 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 337 0 229 0 1119 580 513 1382 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 337 0 229 0 1119 580 513 1382 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 337 0 229 0 1119 580 513 1382 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 337 0 229 0 1119 580 513 1382 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.75 1.00 0.75 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.60 0.00 1.40 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2272 0 1999 0 3610 1615 3502 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.11 0.00 0.31 0.36 0.15 0.38 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.18 0.00 0.18 0.00 0.44 0.44 0.18 0.62 0.00 Volume/Cap: 0.00 0.00 0.00 0.82 0.00 0.63 0.00 0.71 0.82 0.82 0.62 0.00 Delay/Veh: 0.0 0.0 0.0 31.2 0.0 24.2 0.0 15.1 22.1 32.0 7.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 31.2 0.0 24.2 0.0 15.1 22.1 32.0 7.6 0.0 LOS by Move: A A A C A C A B C C A A HCM2kAvgQ: 0 0 0 6 0 4 0 10 12 7 9 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:06:00 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.022 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 50.8 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 377 0 70 0 959 479 315 1386 0 Added Vol: 0 0 0 426 0 171 0 534 164 310 505 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 803 0 241 0 1493 643 625 1891 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 803 0 241 0 1493 643 625 1891 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 803 0 241 0 1493 643 625 1891 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 803 0 241 0 1493 643 625 1891 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.73 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.77 0.00 1.23 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2446 0 1701 0 3800 1615 3610 3800 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.33 0.00 0.14 0.00 0.39 0.40 0.17 0.50 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.32 0.00 0.32 0.00 0.39 0.39 0.17 0.56 0.00 Volume/Cap: 0.00 0.00 0.00 1.02 0.00 0.44 0.00 1.01 1.02 1.02 0.89 0.00 Delay/Veh: 0.0 0.0 0.0 68.1 0.0 27.0 0.0 56.0 72.0 83.5 24.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 68.1 0.0 27.0 0.0 56.0 72.0 83.5 24.5 0.0 LOS by Move: A A A E A C A E E F C A HCM2kAvgQ: 0 0 0 21 0 5 0 31 28 15 29 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:11 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 6.5 Worst Case Level Of Service: D[ 32.51 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 6 0 106 0 188 350 91 463 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 6 0 112 0 199 371 96 491 0 Added Vol: 0 0 0 62 0 94 0 117 0 133 57 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 68 0 206 0 316 371 229 548 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00, 1.00 PHF Volume: 0 0 0 68 0 206 0 316 371 229 548 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 68 0 206 0 316 371 229 548 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1508 xxxx 548 xxxx xxxx xxxxx 687 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 134 xxxx 540 xxxx xxxx xxxxx 916 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 108 xxxx 540 xxxx xxxx xxxxx 916 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.63 xxxx 0.38 xxxx xxxx xxxx 0.25 xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 3.1 xxxx 1.8 xxxx xxxx xxxxx 1.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 83.1 xxxx 15.7 xxxxx xxxx xxxxx 10.2 xxxx xxxxx LOS by Move: * * * F * C * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 32.5 xxxxxx xxxxxx ApproachLOS: * D ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:43 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 81.4 Worst Case Level Of Service: F[267.6) ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II-------- I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------I---------------II---------------IV---------------II---------------I Volume Module: Base Vol: 0 0 0 19 0 200 0 269 262 54 418 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 20 0 212 0 285 278 57 443 0 Added Vol: 0 0 0 232 0 164 0 234 0 120 42 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 252 0 376 0 519 278 177 485 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 252 0 376 0 519 278 177 485 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 252 0 376 0 519 278 177 485 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1498 xxxx 485 xxxx xxxx xxxxx 797 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 136 xxxx 586 xxxx xxxx xxxxx 834 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 114 xxxx 586 xxxx xxxx xxxxx 834 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 2.21 xxxx 0.64 xxxx xxxx xxxx 0.21 xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 21.6 xxxx 4.6 xxxx xxxx xxxxx 0.8 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 634.5 xxxx 21.5 xxxxx xxxx xxxxx 10.5 xxxx xxxxx LOS by Move: * * * F * C * * * B Movement: IT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 267.6 xxxxxx xxxxxx ApproachLOS: * F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:05:34 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.529 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 14.5 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 2 0 1 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 6 0 106 0 188 350 91 463 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 6 0 112 0 199 371 96 491 0 Added Vol: 0 0 0 62 0 94 0 117 0 133 57 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 68 0 206 0 316 371 229 548 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 68 0 206 0 316 371 229 548 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 68 0 206 0 316 371 229 548 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 68 0 206 0 316 371 229 548 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.79 1.00 0.85 1.00 1.00 0.85 0.92 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 2.00 1.00 0.00 Final Sat. : 0 0 0 1499 0 1615 0 1900 1615 3502 1900 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.05 0.00 0.13 0.00 0.17 0.23 0.07 0.29 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.23 0.00 0.41 0.41 0.17 0.57 0.00 Volume/Cap: 0.00 0.00 0.00 0.20 0.00 0.56 0.00 0.41 0.56 0.39 0.50 0.00 Delay/Veh: 0.0 0.0 0.0 19.1 0.0 22.6 0.0 13.0 14.8 22.7 8.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 19.1 0.0 22.6 0.0 13.0 14.8 22.7 8.0 0.0 LOS by Move: A A A B A C A B B C A A HCM2kAvgQ: 0 0 0 1 0 4 0 4 6 2 6 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:06:00 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.683 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.2 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 2 0 1 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 19 0 200 0 269 262 54 418 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 20 0 212 0 285 278 57 443 0 Added Vol: 0 0 0 232 0 164 0 234 0 120 42 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 252 0 376 0 519 278 177 485 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 252 0 376 0 519 278 177 485 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 252 0 376 0 519 278 177 485 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 252 0 376 0 519 278 177 485 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 0.85 0.92 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 2.00 1.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 1900 1615 3502 1900 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.17 0.00 0.23 0.00 0.27 0.17 0.05 0.26 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.30 0.00 0.30 0.00 0.36 0.36 0.15 0.51 0.00 Volume/Cap: 0.00 0.00 0.00 0.57 0.00 0.76 0.00 0.76 0.48 0.33 0.50 0.00 Delay/Veh: 0.0 0.0 0.0 20.7 0.0 27.5 0.0 23.7 16.9 24.9 10.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 20.7 0.0 27.5 0.0 23.7 16.9 24.9 10.8 0.0 LOS by Move: A A A C A C A C B C B A HCM2kAvgQ: 0 0 0 5 0 9 0 11 5 2 7 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:11 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.305 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 124.9 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II--------------- Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 503 0 215 0 413 219 537 686 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 533 0 228 0 438 232 569 727 0 Added Vol: 0 0 0 135 0 110 0 444 143 249 214 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 668 0 338 0 882 375 818 941 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 668 0 338 0 882 375 818 941 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 668 0 338 0 882 375 818 941 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 668 0 338 0 882 375 818 941 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.75 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.50 0.00 0.50 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2088 0 708 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.48 0.00 0.24 0.23 0.45 0.26 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.37 0.00 0.37 0.00 0.19 0.19 0.35 0.54 0.00 Volume/Cap: 0.00 0.00 0.00 0.88 0.00 1.31 0.00 1.30 1.24 1.30 0.49 0.00 Delay/Veh: 0.0 0.0 0.0 43.4 0.0 185.9 0.0 196 181.5 187.2 17.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 43.4 0.0 185.9 0.0 196 181.5 187.2 17.7 0.0 LOS by Move: A A A D A F A F F F B A HCM2kAvgQ: 0 0 0 18 0 46 0 32 25 55 11 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:43 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad. Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.796 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 241.6 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 781 0 307 0 655 195 428 679 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 828 0 325 0 694 207 454 720 0 Added Vol: 0 0 0 452 0 383 0 446 144 168 380 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1280 0 708 0 1140 351 622 1100 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1280 0 708 0 1140 351 622 1100 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1280 0 708 0 1140 351 622 1100 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 1280 0 708 0 1140 351 622 1100 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.75 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.48 0.00 0.52 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2054 0 741 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.62 0.00 0.96 0.00 0.32 0.22 0.34 0.30 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.53 0.00 0.53 0.00 0.18 0.18 0.19 0.37 0.00 Volume/Cap: 0.00 0.00 0.00 1.17 0.00 1.80 0.00 1.79 1.23 1.79 0.83 0.00 Delay/Veh: 0.0 0.0 0.0 111.8 0.0 390.9 0.0 413 181.0 417.1 38.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 111.8 0.0 390.9 0.0 413 181.0 417.1 38.9 0.0 LOS by Move: A A A F A F A F F F D A HCM2kAvgQ: 0 0 0 50 0 124 0 55 24 57 21 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:05:34 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.913 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 25.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 2 0 1! 0 1 0 0 3 0 1 2 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 503 0 215 0 413 219 537 686 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 533 0 228 0 438 232 569 727 0 Added Vol: 0 0 0 135 0 110 0 444 143 249 214 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 668 0 338 0 882 375 818 941 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 668 0 338 0 882 375 818 941 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 668 0 338 0 882 375 818 941 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 668 0 338 0 882 375 818 941 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.51 1.00 0.62 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 2.62 0.00 1.38 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 2523 0 1622 0 5187 1615 3502 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.26 0.00 0.21 0.00 0.17 0.23 0.23 0.18 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.28 0.00 0.28 0.00 0.26 0.26 0.26 0.52 0.00 Volume/Cap: 0.00 0.00 0.00 0.94 0.00 0.74 0.00 0.66 0.90 0.90 0.35 0.00 Delay/Veh: 0.0 0.0 0.0 36.1 0.0 21.7 0.0 21.1 43.4 33.2 8.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 36.1 0.0 21.7 0.0 21.1 43.4 33.2 8.6 0.0 LOS by Move: A A A D A C A C D C A A HCM2kAvgQ: 0 0 0 9 0 6 0 7 11 12 4 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:06:00 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 1.048 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 50.9 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 2 0 1! 0 1 0 0 3 0 1 2 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 781 0 307 0 655 195 428 679 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 828 0 325 0 694 207 454 720 0 Added Vol: 0 0 0 452 0 383 0 446 144 168 380 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1280 0 708 0 1140 351 622 1100 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1280 0 708 0 1140 351 622 1100 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1280 0 708 0 1140 351 622 1100 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 1280 0 708 0 1140 351 622 1100 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.50 1.00 0.60 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 2.59 0.00 1.41 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 2466 0 1610 0 5700 1615 3610 5700 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.52 0.00 0.44 0.00 0.20 0.22 0.17 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.49 0.00 0.49 0.00 0.21 0.21 0.17 0.37 0.00 Volume/Cap: 0.00 0.00 0.00 1.05 0.00 0.89 0.00 0.96 1.04 1.04 0.52 0.00 Delay/Veh: 0.0 0.0 0.0 59.2 0.0 25.8 0.0 52.4 95.7 85.5 22.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 59.2 0.0 25.8 0.0 52.4 95.7 85.5 22.1 0.0 LOS by Move: A A A E A C A D F F C A HCM2kAvgQ: 0 0 0 22 0 16 0 15 16 15 8 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:11 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.972 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 43.0 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------11---------------I Volume Module: Base Vol: 351 0 431 0 0 0 45 922 0 0 823 358 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 372 0 457 0 0 0 48 977 0 0 872 379 Added Vol: 128 0 122 0 0 0 118 313 0 0 523 284 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 500 0 579 0 0 0 166 1290 0 0 1395 663 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 500 0 579 0 0 0 166 1290 0 0 1395 663 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 500 0 579 0 0 0 166 1290 0 0 1395 663 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 500 0 579 0 0 0 166 1290 0 0 1395 663 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.34 0.00 0.36 0.00 0.00 0.00 0.09 0.36 0.00 0.00 0.39 0.41 Crit Moves: **** **** **** Green/Cycle: 0.37 0.00 0.37 0.00 0.00 0.00 0.10 0.52 0.00 0.00 0.42 0.42 Volume/Cap: 0.93 0.00 0.97 0.00 0.00 0.00 0.96 0.69 0.00 0.00 0.92 0.97 Delay/Veh: 54.6 0.0 62.7 0.0 0.0 0.0 105.2 20.2 0.0 0.0 37.5 57.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.6 0.0 62.7 0.0 0.0 0.0 105.2 20.2 0.0 0.0 37.5 57.5 LOS by Move: D A E A A A F C A A D E HCM2kAvgQ: 20 0 24 0 0 0 9 17 0 0 26 27 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:43 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.393 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 169.2 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 . 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 518 0 572 0 0 0 74 1262 0 0 1183 235 Added Vol: 166 0 419 0 0 0 166 794 0 0 648 314 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 684 0 991 0 0 0 240 2056 0 0 1831 549 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 684 0 991 0 0 0 240 2056 0 0 1831 549 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 684 0 991 0 0 0 240 2056 0 0 1831 549 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 684 0 991 0 0 0 240 2056 0 0 1831 549 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.47 0.00 0.61 0.00 0.00 0.00 0.13 0.57 0.00 0.00 0.51 0.34 Crit Moves: **** **** **** Green/Cycle: 0.44 0.00 0.44 0.00 0.00 0.00 0.10 0.46 0.00 0.00 0.36 0.36 Volume/Cap: 1.06 0.00 1.39 0.00 0.00 0.00 1.39 1.24 0.00 0.00 1.39 0.93 Delay/Veh: 87.1 0.0 219.2 0.0 0.0 0.0 262.7 146 0.0 0.0 220 59.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 87.1 0.0 219.2 0.0 0.0 0.0 262.7 146 0.0 0.0 220 59.0 LOS by Move: F A F A A A F F A A F E HCM2kAvgQ: 35 0 71 0 0 0 19 67 0 0 69 24 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:05:34 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.848 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 22.6 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------11---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 2 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 351 0 431 0 0 0 45 922 0 0 823 358 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 372 0 457 0 0 0 48 977 0 0 872 379 Added Vol: 128 0 122 0 0 0 118 313 0 0 523 284 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 500 0 579 0 0 0 166 1290 0 0 1395 663 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 500 0 0 0 0 0 166 1290 0 0 1395 663 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 500 0 0 0 0 0 166 1290 0 0 1395 663 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 500 0 0 0 0 0 166 1290 0 0 1395 663 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.60 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 2296 0 1900 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.00 0.00 0.00 0.00 0.09 0.36 0.00 0.00 0.39 0.41 Crit Moves: **** **** **** Green/Cycle: 0.25 0.00 0.00 0.00 0.00 0.00 0.13 0.60 0.00 0.00 0.47 0.47 Volume/Cap: 0.87 0.00 0.00 0.00 0.00 0.00 0.73 0.60 0.00 0.00 0.81 0.87 Delay/Veh: 42.3 0.0 0.0 0.0 0.0 0.0 45.5 10.4 0.0 0.0 21.1 28.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.3 0.0 0.0 0.0 0.0 0.0 45.5 10.4 0.0 0.0 21.1 28.8 LOS by Move: D A A A A A D B A A C C HCM2kAvgQ: 9 0 0 0 0 0 6 11 0 0 18 18 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:06:00 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 1.059 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 53.1 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 2 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 518 0 572 0 0 0 74 1262 0 0 1183 235 Added Vol: 166 0 419 0 0 0 166 794 0 0 648 314 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 684 0 991 0 0 0 240 2056 0 0 1831 549 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 684 0 0 0 0 0 240 2056 0 0 1831 549 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 684 0 0 0 0 0 240 2056 0 0 1831 549 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 684 0 0 0 0 0 240 2056 0 0 1831 549 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.59 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 2260 0 1900 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.00 0.00 0.00 0.00 0.13 0.57 0.00 0.00 0.51 0.34 Crit Moves: **** **** **** Green/Cycle: 0.28 0.00 0.00 0.00 0.00 0.00 0.13 0.61 0.00 0.00 0.48 0.48 Volume/Cap: 1.08 0.00 0.00 0.00 0.00 0.00 1.05 0.93 0.00 0.00 1.05 0.70 Delay/Veh: 98.3 0.0 0.0 0.0 0.0 0.0 121.1 27.5 0.0 0.0 64.3 25.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 98.3 0.0 0.0 0.0 0.0 0.0 121.1 27.5 0.0 0.0 64.3 25.2 LOS by Move: F A A A A A F C A A E C HCM2kAvgQ: 19 0 0 0 0 0 14 38 0 0 44 15 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:11 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 202.2 Worst Case Level Of Service: F[562.5] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 395 0 43 0 0 0 131 63 0 0 159 1 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 419 0 46 0 0 0 139 67 0 0 169 1 Added Vol: 0 0 46 0 0 0 97 81 0 0 189 178 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 419 0 92 0 0 0 236 148 0 0 358 179 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 419 0 92 0 0 0 236 148 0 0 358 179 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 419 0 92 0 0 0 236 148 0 0 358 179 Critical Gap Module: Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 'xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 1067 xxxx 148 xxxx xxxx xxxxx 537 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 248 xxxx 904 xxxx xxxx xxxxx 1042 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 205 xxxx 904 xxxx xxxx xxxxx 1042 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 2.04 xxxx 0.10 xxxx xxxx xxxx 0.23 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.9 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 238 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 39.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 563 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F ApproachDel: 562.5 xxxxxx xxxxxx xxxxxx ApproachLOS: F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:43 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 354.3 Worst Case Level Of Service: F[1138.0] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 330 0 35 0 0 0 116 172 0 0 142 10 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 350 0 37 0 0 0 123 182 0 0 151 11 Added Vol: 0 0 175 0 0 0 166 300 0 0 162 156 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 350 0 212 0 0 0 289 482 0 0 313 167 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 350 0 212 0 0 0 289 482 0 0 313 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 350 0 212 0 0 0 289 482 0 0 313 167 Critical Gap Module: Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 1456 xxxx 482 xxxx xxxx xxxxx 479 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 144 xxxx 588 xxxx xxxx xxxxx 1094 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 115 xxxx 588 xxxx xxxx xxxxx 1094 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 3.04 xxxx 0.36 xxxx xxxx xxxx 0.26 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 1.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 165 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 53.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 1138 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F ApproachDel: 1138.0 xxxxxx xxxxxx xxxxxx ApproachLOS: F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:05:34 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.757 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 23.4 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 395 0 43 0 0 0 131 63 0 0 159 1 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 419 0 46 0 0 0 139 67 0 0 169 1 Added Vol: 0 0 46 0 0 0 97 81 0 0 189 178 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 419 0 92 0 0 0 236 148 0 0 358 179 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 419 0 92 0 0 0 236 148 0 0 358 179 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 419 0 92 0 0 0 236 148 0 0 358 179 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 419 0 92 0 0 0 236 148 0 0 358 179 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.29 0.00 0.06 0.00 0.00 0.00 0.13 0.08 0.00 0.00 0.19 0.11 Crit Moves: **** **** **** Green/Cycle: 0.38 0.00 0.38 0.00 0.00 0.00 0.17 0.42 0.00 0.00 0.25 0.25 Volume/Cap: 0.76 0.00 0.15 0.00 0.00 0.00 0.76 0.18 0.00 0.00 0.76 0.45 Delay/Veh: 22.2 0.0 12.4 0.0 0.0 0.0 33.8 11.0 0.0 0.0 27.8 19.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 22.2 0.0 12.4 0.0 0.0 0.0 33.8 11.0 0.0 0.0 27.8 19.8 LOS by Move: C A B A A A C B A A C B HCM2kAvgQ: 9 0 1 0 0 0 6 2 0 0 8 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:06:00 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.705 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.0 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 330 0 35 0 0 0 116 172 0 0 142 10 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 350 0 37 0 0 0 123 182 0 0 151 11 Added Vol: 0 0 175 0 0 0 166 300 0 0 162 156 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 350 0 212 0 0 0 289 482 0 0 313 167 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 350 0 212 0 0 0 289 482 0 0 313 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 350 0 212 0 0 0 289 482 0 0 313 167 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 350 0 212 0 0 0 289 482 0 0 313 167 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.13 0.00 0.00 0.00 0.16 0.25 0.00 0.00 0.16 0.10 Crit Moves: **** **** **** Green/Cycle: 0.34 0.00 0.34 0.00 0.00 0.00 0.23 0.46 0.00 0.00 0.23 0.23 Volume/Cap: 0.70 0.00 0.39 0.00 0.00 0.00 0.70 0.55 0.00 0.00 0.71 0.44 Delay/Veh: 21.8 0.0 15.5 0.0 0.0 0.0 26.8 12.5 0.0 0.0 26.2 20.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.8 0.0 15.5 0.0 0.0 0.0 26.8 12.5 0.0 0.0 26.2 20.5 LOS by Move: C A B A A A C B A A C C HCM2kAvgQ: 7 0 3 0 0 0 7 7 0 0 7 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:11 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.485 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 122.2 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I------,---------II---------------II---------------II---------------I Volume Module: Base Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 166 0 310 0 0 0 205 766 0 0 1130 810 Added Vol: 70 0 87 0 0 0 320 259 0 0 394 402 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 236 0 397 0 0 0 525 1025 0 0 1524 1212 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 236 0 397 0 0 0 525 1025 0 0 1524 1212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 236 0 397 0 0 0 525 1025 0 0 1524 1212 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 236 0 397 0 0 0 525 1025 0 0 1524 1212 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.53 0.00 1.47 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 800 0 2108 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.19 0.00 0.00 0.00 0.29 0.28 0.00 0.00 0.42 0.75 Crit Moves: **** **** **** Green/Cycle: 0.20 0.00 0.20 0.00 0.00 0.00 0.20 0.70 0.00 0.00 0.51 0.51 Volume/Cap: 1.49 0.00 0.95 0.00 0.00 0.00 1.48 0.40 0.00 0.00 0.83 1.48 Delay/Veh: 280.5 0.0 70.2 0.0 0.0 0.0 280.8 7.6 0.0 0.0 28.9 254.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 280.5 0.0 70.2 0.0 0.0 0.0 280.8 7.6 0.0 0.0 28.9 254.1 LOS by Move: F A E A A A F A A A C F HCM2kAvgQ: 36 0 14 0 0 0 42 8 0 0 27 93 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:43 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.516 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 135.0 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 248 0 590 0 0 0 200 1322 0 0 925 583 Added Vol: 191 0 284 0 0 0 241 656 0 0 357 264 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 439 0 874 0 0 0 441 1978 0 0 1282 847 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 439 0 874 0 0 0 441 1978 0 0 1282 847 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 439 0 874 0 0 0 441 1978 0 0 1282 847 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 439 0 874 0 0 0 441 1978 0 0 1282 847 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.49 0.00 1.51 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 738 0 2171 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.60 0.00 0.40 0.00 0.00 0.00 0.24 0.55 0.00 0.00 0.36 0.52 Crit Moves: **** **** **** Green/Cycle: 0.39 0.00 0.39 0.00 0.00 0.00 0.16 0.51 0.00 0.00 0.35 0.35 Volume/Cap: 1.52 0.00 1.03 0.00 0.00 0.00 1.51 1.08 0.00 0.00 1.03 1.51 Delay/Veh: 274.9 0.0 68.6 0.0 0.0 0.0 299.0 75.6 0.0 0.0 71.5 280.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 274.9 0.0 68.6 0.0 0.0 0.0 299.0 75.6 0.0 0.0 71.5 280.0 LOS by Move: F A E A A A F E A A E F HCM2kAvgQ: 71 0 29 0 0 0 36 52 0 0 33 67 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:05:34 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.913 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 21.3 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 1! 0 1 0 0 0 0 0 2 0 3 0 0 0 0 3 0 2 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 166 0 310 0 0 0 205 766 0 0 1130 810 Added Vol: 70 0 87 0 0 0 320 259 0 0 394 402 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 236 0 397 0 0 0 525 1025 0 0 1524 1212 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 236 0 397 0 0 0 525 1025 0 0 1524 1212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 236 0 397 0 0 0 525 1025 0 0 1524 1212 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 236 • 0 397 0 0 0 525 1025 0 0 1524 1212 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.76 1.00 1.00 1.00 0.92 0.91 1.00 1.00 0.91 0.75 Lanes: 1.37 0.00 1.63 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 2.00 Final Sat. : 1993 0 2360 0 0 0 3502 5187 0 0 5187 2842 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.00 0.17 0.00 0.00 0.00 0.15 0.20 0.00 0.00 0.29 0.43 Crit Moves: **** **** **** Green/Cycle: 0.18 0.00 0.18 0.00 0.00 0.00 0.16 0.63 0.00 0.00 0.47 0.47 Volume/Cap: 0.64 0.00 0.91 0.00 0.00 0.00 0.91 0.31 0.00 0.00 0.63 0.91 Delay/Veh: 26.0 0.0 42.0 0.0 0.0 0.0 45.8 5.6 0.0 0.0 13.6 25.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 26.0 0.0 42.0 0.0 0.0 0.0 45.8 5.6 0.0 0.0 13.6 25.9 LOS by Move: C A D A A A D A A A B C HCM2kAvgQ: 4 0 9 0 0 0 9 4 0 0 9 18 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:06:00 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.951 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 29.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 1! 0 1 0 0 0 0 0 2 0 3 0 0 0 0 3 0 2 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 248 0 590 0 0 0 200 1322 0 0 925 583 Added Vol: 191 0 284 0 0 0 241 656 0 0 357 264 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 439 0 874 0 0 0 441 1978 0 0 1282 847 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 439 0 874 0 0 0 441 1978 0 0 1282 847 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 439 0 874 0 0 0 441 1978 0 0 1282 847 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 439 0 874 0 0 0 441 1978 0 0 1282 847 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.76 1.00 1.00 1.00 0.92 0.91 1.00 1.00 0.91 0.75 Lanes: 1.33 0.00 1.67 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 2.00 Final Sat. : 1923 0 2401 0 0 0 3502 5187 0 0 5187 2842 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.36 0.00 0.00 0.00 0.13 0.38 0.00 0.00 0.25 0.30 Crit Moves: **** **** **** Green/Cycle: 0.38 0.00 0.38 0.00 0.00 0.00 0.14 0.45 0.00 0.00 0.31 0.31 Volume/Cap: 0.61 0.00 0.97 0.00 0.00 0.00 0.88 0.84 0.00 0.00 0.80 0.97 Delay/Veh: 18.1 0.0 38.2 0.0 0.0 0.0 46.0 20.0 0.0 0.0 25.2 46.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.1 0.0 38.2 0.0 0.0 0.0 46.0 20.0 0.0 0.0 25.2 46.1 LOS by Move: B A D A A A D C A A C D HCM2kAvgQ: 7 0 17 0 0 0 8 17 0 0 12 16 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:11 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.833 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 34.9 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 65 103 44 75 104 259 276 973 104 112 857 218 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 69 109 47 80 110 275 293 1031 110 119 908 231 Added Vol: 20 15 16 17 5 10 8 417 9 10 776 13 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 89 124 63 97 115 285 301 1448 119 129 1684 244 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 89 124 63 97 115 285 301 1448 119 129 1684 244 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 124 63 97 115 285 301 1448 119 129 1684 244 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 89 124 63 97 115 285 301 1448 119 129 1684 244 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.66 0.95 0.95 0.51 1.00 0.85 0.95 0.95 0.85 0.95 0.89 0.89 Lanes: 1.00 0.66 0.34 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.62 0.38 Final Sat. : 1246 1200 605 973 1900 1615 1805 3610 1615 1805 4444 644 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.10 0.10 0.06 0.18 0.17 0.40 0.07 0.07 0.38 0.38 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.19 0.52 0.52 0.11 0.44 0.44 Volume/Cap: 0.31 0.44 0.44 0.43 0.26 0.76 0.86 0.77 0.14 0.65 0.86 0.86 Delay/Veh: 38.6 40.1 40.1 40.4 37.9 51.3 65.9 24.6 14.7 59.0 34.0 34.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.6 40.1 40.1 40.4 37.9 51.3 65.9 24.6 14.7 59.0 34.0 34.0 LOS by Move: D D D D D D E C B E C C HCM2kAvgQ: 3 6 6 3 3 11 14 23 2 6 26 26 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:44 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.130 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 104.6 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 90 39 133 96 49 234 167 1519 148 84 1094 71 Added Vol: 16 10 54 58 17 13 13 1177 23 59 934 61 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 106 49 187 154 66 247 180 2696 171 143 2028 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 106 49 187 154 66 247 180 2696 171 143 2028 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 106 49 187 154 66 247 180 2696 171 143 2028 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 106 49 187 154 66 247 180 2696 171 143 2028 132 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 0.88 0.88 0.42 1.00 0.85 0.95 0.95 0.85 0.95 0.90 0.90 Lanes: 1.00 0.21 0.79 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.82 0.18 Final Sat. : 1359 350 1324 798 1900 1615 1805 3610 1615 1805 4826 314 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.14 0.14 0.19 0.03 0.15 0.10 0.75 0.11 0.08 0.42 0.42 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.12 0.55 0.55 0.08 0.51 0.51 Volume/Cap: 0.33 0.60 0.60 0.83 0.15 0.66 0.82 1.36 0.19 0.95 0.82 0.82 Delay/Veh: 38.9 43.7 43.7 69.4 36.7 45.8 72.7 191 13.7 112.7 26.9 26.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.9 43.7 43.7 69.4 36.7 45.8 72.7 191 13.7 112.7 26.9 26.9 LOS by Move: D D D E D D E F B F C C HCM2kAvgQ: 3 8 8 8 2 9 9 98 3 9 26 26 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:05:34 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.781 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 31.2 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 65 103 44 75 104 259 276 973 104 112 857 218 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 69 109 47 80 110 275 293 1031 110 119 908 231 Added Vol: 20 15 16 17 5 10 8 417 9 10 776 13 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 89 124 63 97 115 285 301 1448 119 129 1684 244 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 89 124 63 97 115 285 301 1448 119 129 1684 244 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 124 63 97 115 285 301 1448 119 129 1684 244 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 89 124 63 97 115 285 301 1448 119 129 1684 244 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.67 1.00 0.85 0.66 1.00 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1279 1900 1615 1245 1900 1615 1805 5187 1615 1805 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.07 0.04 0.08 0.06 0.18 0.17 0.28 0.07 0.07 0.32 0.15 Crit Moves: **** **** **** Green/Cycle: 0.25 0.25 0.25 0.25 0.25 0.25 0.20 0.45 0.45 0.15 0.40 0.40 Volume/Cap: 0.27 0.26 0.15 0.30 0.24 0.69 0.82 0.62 0.16 0.48 0.82 0.38 Delay/Veh: 33.3 33.0 32.0 33.7 32.8 42.1 55.4 23.4 17.9 44.4 32.4 24.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.3 33.0 32.0 33.7 32.8 42.1 55.4 23.4 17.9 44.4 32.4 24.0 LOS by Move: C C C C C D E C B D C C HCM2kAvgQ: 3 3 2 3 3 10 12 14 2 5 21 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:06:00 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.868 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 33.6 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 90 39 133 96 49 234 167 1519 148 84 1094 71 Added Vol: 16 10 54 58 17 13 13 1177 23 59 934 61 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 106 49 187 154 66 247 180 2696 171 143 2028 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 106 49 187 154 66 247 180 2696 171 143 2028 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 106 49 187 154 66 247 180 2696 171 143 2028 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 106 49 187 154 66 247 180 2696 171 143 2028 132 ------------I---------------11---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 1.00 0.85 0.73 1.00 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1359 1900 1615 1383 1900 1615 1805 5187 1615 1805 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.03 0.12 0.11 0.03 0.15 0.10 0.52 0.11 0.08 0.39 0.08 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.13 0.55 0.55 0.08 0.50 0.50 Volume/Cap: 0.33 0.11 0.49 0.48 0.15 0.66 0.78 0.95 0.19 0.95 0.78 0.16 Delay/Veh: 38.9 36.3 40.9 40.8 36.7 45.8 65.6 33.0 13.7 111.6 25.7 16.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.9 36.3 40.9 40.8 36.7 45.8 65.6 33.0 13.7 111.6 25.7 16.1 LOS by Move: D D D D D D E C B F C B HCM2kAvgQ: 3 1 6 5 2 9 8 39 3 8 23 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:11 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 115 Critical Vol./Cap. (X) : 0.780 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 27.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 1 1 5 13 1 257 236 855 1 8 929 109 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1 1 5 14 1 272 250 906 1 8 985 116 Added Vol: 114 23 39 5 8 15 13 287 44 14 622 9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 115 24 44 19 9 287 263 1193 45 22 1607 125 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 115 24 44 19 9 287 263 1193 45 22 1607 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 24 44 19 9 287 263 1193 45 22 1607 125 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 115 24 44 19 9 287 263 1193 45 22 1607 125 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.75 0.90 0.90 0.85 0.85 0.85 0.92 0.95 0.95 0.95 0.95 0.85 Lanes: 1.00 0.35 0.65 0.67 0.33 1.00 2.00 1.93 0.07 1.00 2.00 1.00 Final Sat. : 1416 604 1112 1086 524 1615 3502 3461 131 1805 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.04 0.04 0.02 0.02 0.18 0.08 0.34 0.34 0.01 0.45 0.08 Crit Moves: **** **** **** Green/Cycle: 0.24 0.24 0.24 0.24 0.24 0.24 0.09 0.52 0.52 0.13 0.56 0.56 Volume/Cap: 0.33 0.16 0.16 0.07 0.07 0.73 0.80 0.66 0.66 0.09 0.80 0.14 Delay/Veh: 36.4 34.5 34.5 33.6 33.6 46.9 63.8 21.0 21.0 44.1 22.6 12.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 36.4 34.5 34.5 33.6 33.6 46.9 63.8 21.0 21.0 44.1 22.6 12.2 LOS by Move: D C C C C D E C C D C B HCM2kAvgQ: 4 2 2 1 1 11 7 17 17 1 25 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:44 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) without Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.776 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 35.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 5 1 6 15 1 115 93 1049 6 2 1058 10 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 5 1 6 16 1 122 99 1112 6 2 1121 11 Added Vol: 90 19 40 11 29 19 19 816 138 55 583 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 95 20 46 27 30 141 118 1928 144 57 1704 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 20 46 27 30 141 118 1928 144 57 1704 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 20 46 27 30 141 118 1928 144 57 1704 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 95 20 46 27 30 141 118 1928 144 57 1704 18 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 0.90 0.90 0.87 0.87 0.85 0.92 0.94 0.94 0.95 0.95 0.85 Lanes: 1.00 0.30 0.70 0.47 0.53 1.00 2.00 1.86 0.14 1.00 2.00 1.00 Final Sat. : 1372 514 1187 778 869 1615 3502 3325 249 1805 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.04 0.04 0.03 0.03 0.09 0.03 0.58 0.58 0.03 0.47 0.01 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.10 0.58 0.58 0.08 0.57 0.57 Volume/Cap: 0.30 0.17 0.17 0.15 0.15 0.37 0.34 0.99 0.99 0.38 0.83 0.02 Delay/Veh: 38.4 36.9 36.9 36.7 36.7 39.3 50.9 43.1 43.1 53.7 24.4 11.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.4 36.9 36.9 36.7 36.7 39.3 50.9 43.1 43.1 53.7 24.4 11.4 LOS by Move: D D D D D D D D D D C B HCM2kAvgQ: 3 2 2 2 2 5 2 47 47 2 29 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:11 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 8.5 Worst Case Level Of Service: C[ 19.21 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 6 3 0 0 5 120 98 0 8 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 6 3 0 0 5 127 104 0 8 0 0 0 Added Vol: 352 111 0 0 39 15 5 0 122 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 358 114 0 0 44 142 109 0 130 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 358 114 0 0 44 142 109 0 130 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 358 114 0 0 44 142 109 0 130 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 187 xxxx xxxxx xxxx xxxx xxxxx 875 xxxx 44 xxxx xxxx xxxxx Potent Cap. : 1400 xxxx xxxxx xxxx xxxx xxxxx 322 xxxx 1031 xxxx xxxx xxxxx Move Cap. : 1400 xxxx xxxxx xxxx xxxx xxxxx 242 xxxx 1031 xxxx xxxx xxxxx Volume/Cap: 0.26 xxxx xxxx xxxx xxxx xxxx 0.45 xxxx 0.13 xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 1.0 xxxx xxxxx xxxx xxxx xxxxx 2.2 xxxx 0.4 xxxx xxxx xxxxx Control Del: 8.5 xxxx xxxxx xxxxx xxxx xxxxx 31.4 xxxx 9.0 xxxxx xxxx xxxxx LOS by Move: A * * * * * D * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 1.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * ApproachDel: xxxxxx xxxxxx 19.2 xxxxxx ApproachLOS: * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:44 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 20.8 Worst Case Level Of Service: E[ 38.71 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 10 3 0 0 3 142 199 0 8 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 11 3 0 0 3 151 211 0 8 0 0 0 Added Vol: 308 102 0 0 147 10 18 0 458 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 319 105 0 0 150 161 229 0 466 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 319 105 0 0 150 161 229 0 466 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 319 105 0 0 150 161 229 0 466 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ ---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 311 xxxx xxxxx xxxx xxxx xxxxx 893 xxxx 150 xxxx xxxx xxxxx Potent Cap. : 1261 xxxx xxxxx xxxx xxxx xxxxx 315 xxxx 902 xxxx xxxx xxxxx Move Cap. : 1261 xxxx xxxxx xxxx xxxx xxxxx 240 xxxx 902 xxxx xxxx xxxxx Volume/Cap: 0.25 xxxx xxxx xxxx xxxx xxxx 0.95 xxxx 0.52 xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 1.0 xxxx xxxxx xxxx xxxx xxxxx 8.6 xxxx 3.0 xxxx xxxx xxxxx Control Del: 8.8 xxxx xxxxx xxxxx xxxx xxxxx 90.6 xxxx 13.2 xxxxx xxxx xxxxx LOS by Move: A * * * * * F * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 1.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 8.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * ApproachDel: xxxxxx xxxxxx 38.7 xxxxxx ApproachLOS: * * E ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:05:34 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.353 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 19.6 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Permitted Permitted Rights: Include Include Ignore Include Min. Green: 10 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 6 3 0 0 5 120 98 0 8 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 6 3 0 0 5 127 104 0 8 0 0 0 Added Vol: 352 111 0 0 39 15 5 0 122 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 358 114 0 0 44 142 109 0 130 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 358 114 0 0 44 142 109 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 358 114 0 0 44 142 109 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 358 114 0 0 44 142 109 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.77 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1461 0 1900 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.06 0.00 0.00 0.02 0.09 0.07 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.36 0.60 0.00 0.00 0.24 0.24 0.24 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.55 0.10 0.00 0.00 0.10 0.37 0.31 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 20.2 6.4 0.0 0.0 22.3 24.3 23.9 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.2 6.4 0.0 0.0 22.3 24.3 23.9 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A C C C A A A A A HCM2kAvgQ: 7 1 0 0 1 3 2 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:06:00 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.506 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.6 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Permitted Permitted Rights: Include Include Ignore Include Min. Green: 10 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 10 3 0 0 3 142 199 0 8 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 11 3 0 0 3 151 211 0 8 0 0 0 Added Vol: 308 102 0 0 147 10 18 0 458 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 319 105 0 0 150 161 229 0 466 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 319 105 0 0 150 161 229 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 319 105 0 0 150 161 229 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 319 105 0 0 150 161 229 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.77 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1461 0 1900 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.06 0.00 0.00 0.08 0.10 0.16 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.26 0.54 0.00 0.00 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.67 0.10 0.00 0.00 0.29 0.36 0.57 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 25.4 7.4 0.0 0.0 18.8 19.4 22.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.4 7.4 0.0 0.0 18.8 19.4 22.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A B B C A A A A A HCM2kAvgQ: 7 1 0 0 3 3 5 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:05:34 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.222 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 13.5 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 2 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 252 13 73 88 0 0 0 0 39 0 211 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 252 13 73 88 0 0 0 0 39 0 211 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 252 13 73 88 0 0 0 0 39 0 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 252 13 73 88 0 0 0 0 39 0 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 252 13 73 88 0 0 0 0 39 0 211 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.92 1.00 1.00 1.00 1.00 1.00 0.84 1.00 0.85 Lanes: 0.00 1.00 1.00 2.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1615 3502 1900 0 0 0 0 1594 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.01 0.02 0.05 0.00 0.00 0.00 0.00 0.02 0.00 0.13 Crit Moves: **** **** **** Green/Cycle: 0.00 0.33 0.33 0.17 0.50 0.00 0.00 0.00 0.00 0.30 0.00 0.47 Volume/Cap: 0.00 0.40 0.02 0.13 0.09 0.00 0.00 0.00 0.00 0.08 0.00 0.28 Delay/Veh: 0.0 15.8 13.5 21.4 7.9 0.0 0.0 0.0 0.0 15.1 0.0 10.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 15.8 13.5 21.4 7.9 0.0 0.0 0.0 0.0 15.1 0.0 10.0 LOS by Move: A B B C A A A A A B A B HCM2kAvgQ: 0 4 0 1 1 0 0 0 0 1 0 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:06:00 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.271 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 14.3 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes:. 0 0 1 0 1 2 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 237 45 265 339 0 0 0 0 27 0 173 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 237 45 265 339 0 0 0 0 27 0 173 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 237 45 265 339 0 0 0 0 27 0 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 237 45 265 339 0 0 0 0 27 0 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 237 45 265 339 0 0 0 0 27 0 173 ------------I---------------II---------------II---------------II---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.92 1.00 1.00 1.00 1.00 1.00 0.86 1.00 0.85 Lanes: 0.00 1.00 1.00 2.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1615 3502 1900 0 0 0 0 1630 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.03 0.08 0.18 0.00 0.00 0.00 0.00 0.02 0.00 0.11 Crit Moves: **** **** **** Green/Cycle: 0.00 0.31 0.31 0.19 0.50 0.00 0.00 0.00 0.00 0.30 0.00 0.49 Volume/Cap: 0.00 0.40 0.09 0.40 0.36 0.00 0.00 0.00 0.00 0.06 0.00 0.22 Delay/Veh: 0.0 16.7 14.7 21.8 9.4 0.0 0.0 0.0 0.0 15.0 0.0 8.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 16.7 14.7 21.8 9.4 0.0 0.0 0.0 0.0 15.0 0.0 8.9 LOS by Move: A B B C A A A A A B A A HCM2kAvgQ: 0 4 1 3 4 0 0 0 0 0 0 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:05:34 Page 14-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.130 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 14.1 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 29 25 38 75 0 0 0 0 74 0 109 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 29 25 38 75 0 0 0 0 74 0 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 29 25 38 75 0 0 0 0 74 0 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 29 25 38 75 0 0 0 0 74 0 109 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 29 25 38 75 0 0 0 0 74 0 109 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 0.81 1.00 0.85 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1615 1805 1900 0 0 0 0 1531 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.02 0.02 0.02 0.04 0.00 0.00 0.00 0.00 0.05 0.00 0.07 Crit Moves: **** **** **** Green/Cycle: 0.00 0.30 0.30 0.17 0.47 0.00 0.00 0.00 0.00 0.33 0.00 0.33 Volume/Cap: 0.00 0.05 0.05 0.13 0.08 0.00 0.00 0.00 0.00 0.14 0.00 0.20 Delay/Veh: 0.0 15.0 15,0 21.5 8.9 0.0 0.0 0.0 0.0 14.1 0.0 14.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 15.0 15.0 21.5 8.9 0.0 0.0 0.0 0.0 14.1 0.0 14.5 LOS by Move: A B B C A A A A A B A B HCM2kAvgQ: 0 0 0 1 1 0 0 0 0 1 0 2 Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:06:00 Page 14-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.231 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 16.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 97 90 139 67 0 0 0 0 56 0 92 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 97 90 139 67 0 0 0 0 56 0 92 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 97 90 139 67 0 0 0 0 56 0 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 97 90 139 67 0 0 0 0 56 0 92 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 97 90 139 67 0 0 0 0 56 0 92 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 0.82 1.00 0.85 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1615 1805 1900 0 0 0 0 1554 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.05 0.06 0.08 0.04 0.00 0.00 0.00 0.00 0.04 0.00 0.06 Crit Moves: **** **** **** Green/Cycle: 0.00 0.30 0.30 0.20 0.50 0.00 0.00 0.00 0.00 0.30 0.00 0.30 Volume/Cap: 0.00 0.17 0.19 0.39 0.07 0.00 0.00 0.00 0.00 0.12 0.00 0.19 Delay/Veh: 0.0 15.6 15.8 21.5 7.8 0.0 0.0 0.0 0.0 15.4 0.0 15.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 15.6 15.8 21.5 7.8 0.0 0.0 0.0 0.0 15.4 0.0 15.8 LOS by Move: A B B C A A A A A B A B HCM2kAvgQ: 0 1 1 3 1 0 0 0 0 1 0 1 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:12 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Average Delay (sec/veh) : 9.9 Worst Case Level Of Service: B[ 14.01 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------ll---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------11---------------I Volume Module: Base Vol: 131 1 0 0 3 1 49 0 74 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 139 1 0 0 3 1 52 0 78 0 0 0 Added Vol: 0 22 0 0 54 95 33 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 139 23 0 0 57 96 85 0 78 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 23 0 0 57 96 85 0 78 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 139 23 0 0 57 96 85 0 78 0 0 0 Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 238 209 xxxxx xxxx 248 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 721 691 xxxxx xxxx 658 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 552 623 xxxxx xxxx 593 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.25 0.04 xxxx xxxx 0.10 0.11 0.09 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 561 xxxx xxxxx xxxx xxxx 754 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 1.2 xxxx xxxxx xxxxx xxxx 0.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 14.0 xxxx xxxxx xxxxx xxxx 11.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: B * * * * B ApproachDel: 14.0 11.0 xxxxxx xxxxxx ApproachLOS: B B Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:45 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) Average Delay (sec/veh) : 13.1 Worst Case Level Of Service: E[ 35.71 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 1 0 0 4 1 1 0 416 0 0 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 197 1 0 0 4 1 1 0 441 0 0 0 Added Vol: 0 69 0 0 48 75 118 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 197 70 0 0 52 76 119 0 441 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 197 70 0 0 52 76 119 0 441 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 197 70 0 0 52 76 119 0 441 0 0 0 Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 485 459 xxxxx xxxx 679 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 496 502 xxxxx xxxx 376 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 356 431 xxxxx xxxx 323 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.55 0.16 xxxx xxxx 0.16 0.08 0.13 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.5 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT IT - LTR - RT Shared Cap. : 373 xxxx xxxxx xxxx xxxx 521 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 5.4 xxxx xxxxx xxxxx xxxx 1.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 35.7 xxxx xxxxx xxxxx xxxx 14.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: E * * * * B ApproachDel: 35.7 14.2 xxxxxx xxxxxx ApproachLOS: E B ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:05:34 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.199 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 18 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1 0 0 3 1 49 0 74 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 139 1 0 0 3 1 52 0 78 0 0 0 Added Vol: 0 22 0 0 54 95 33 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 139 23 0 0 57 96 85 0 78 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 23 0 0 57 96 85 0 78 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 139 23 0 0 57 96 85 0 78 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 139 23 0 0 57 96 85 0 78 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 1.00 1.00 1.00 1.00 0.85 0.78 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1372 1900 0 0 1900 1615 1473 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.01 0.00 0.00 0.03 0.06 0.06 0.00 0.05 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.50 0.50 0.00 0.00 0.50 0.50 0.30 0.00 0.30 0.00 0.00 0.00 Volume/Cap: 0.20 0.02 0.00 0.00 0.06 0.12 0.19 0.00 0.16 0.00 0.00 0.00 Delay/Veh: 8.5 7.6 0.0 0.0 7.8 8.0 15.8 0.0 15.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.5 7.6 0.0 0.0 7.8 8.0 15.8 0.0 15.6 0.0 0.0 0.0 LOS by Move: A A A A A A B A B A A A HCM2kAvgQ: 2 0 0 0 1 1 1 0 1 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:06:00 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.520 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 13.1 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 18 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 1 0 0 4 1 1 0 416 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 197 1 0 0 4 1 1 0 441 0 0 0 Added Vol: 0 69 0 0 48 75 118 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 197 70 0 0 52 76 119 0 441 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 197 70 0 0 52 76 119 0 441 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 197 70 0 0 52 76 119 0 441 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 197 70 0 0 52 76 119 0 441 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.73 1.00 1.00 1.00 1.00 0.85 0.78 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1379 1900 0 0 1900 1615 1484 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.04 0.00 0.00 0.03 0.05 0.08 0.00 0.27 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.30 0.30 0.00 0.00 0.30 0.30 0.50 0.00 0.50 0.00 0.00 0.00 Volume/Cap: 0.48 0.12 0.00 0.00 0.09 0.16 0.16 0.00 0.55 0.00 0.00 0.00 Delay/Veh: 18.0 15.4 0.0 0.0 15.2 15.6 8.3 0.0 11.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 18.0 15.4 0.0 0.0 15.2 15.6 8.3 0.0 11.1 0.0 0.0 0.0 LOS by Move: B B A A B B A A B A A A HCM2kAvgQ: 4 1 0 0 1 1 1 0 6 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:12 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour -------------------------------------------------------------------------------- .Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.423 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 18.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 72 157 10 1 447 15 16 3 106 40 5 2 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 76 166 11 1 474 16 17 3 112 42 5 2 Added Vol: 18 114 0 0 222 4 1 0 53 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 94 280 11 1 696 20 18 3 165 42 5 2 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 94 280 11 1 696 20 18 3 165 42 5 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 280 11 1 696 20 18 3 165 42 5 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 94 280 11 1 696 20 18 3 165 42 5 2 ------------I---------------II---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.95 0.95 0.76 0.85 0.85 0.61 0.96 0.96 Lanes: 1.00 1.93 0.07 1.00 1.94 0.06 1.00 0.02 0.98 1.00 0.71 0.29 Final Sat. : 1805 3461 131 1805 3496 100 1450 31 1590 1150 1299 520 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.08 0.08 0.00 0.20 0.20 0.01 0.10 0.10 0.04 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.13 0.34 0.34 0.19 0.40 0.40 0.31 0.31 0.31 0.31 0.31 0.31 Volume/Cap: 0.39 0.24 0.24 0.00 0.50 0.50 0.04 0.34 0.34 0.12 0.01 0.01 Delay/Veh: 30.8 17.7 17.7 24.6 17.1 17.1 18.3 20.5 20.5 18.9 18.1 18.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.8 17.7 17.7 24.6 17.1 17.1 18.3 20.5 20.5 18.9 18.1 18.1 LOS by Move: C B B C B B B C C B B B HCM2kAvgQ: 2 3 3 0 7 7 0 3 3 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:45 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.661 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 23.1 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 146 415 62 1 288 21 86 40 334 42 10 1 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 155 440 66 1 305 22 91 42 354 45 11 1 Added Vol: 67 267 0 0 187 3 4 0 43 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 222 707 66 1 492 25 95 42 397 45 11 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 222 707 66 1 492 25 95 42 397 45 11 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 222 707 66 1 492 25 95 42 397 45 11 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 222 707 66 1 492 25 95 42 397 45 11 1 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.94 0.94 0.76 0.86 0.86 0.31 0.99 0.99 Lanes: 1.00 1.83 0.17 1.00 1.90 0.10 1.00 0.10 0.90 1.00 0.91 0.09 Final Sat. : 1805 3260 303 1805 3410 175 1442 158 1483 589 1703 170 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.22 0.22 0.00 0.14 0.14 0.07 0.27 0.27 0.08 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.16 0.29 0.29 0.16 0.29 0.29 0.37 0.37 0.37 0.37 0.37 0.37 Volume/Cap: 0.77 0.76 0.76 0.00 0.51 0.51 0.18 0.73 0.73 0.21 0.02 0.02 Delay/Veh: 37.8 23.9 23.9 22.3 19.2 19.2 13.8 22.0 22.0 14.2 12.8 12.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 37.8 23.9 23.9 22.3 19.2 19.2 13.8 22.0 22.0 14.2 12.8 12.8 LOS by Move: D C C C B B B C C B B B HCM2kAvgQ: 6 9 9 0 5 5 1 9 9 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:12 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.909 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 107.3 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 242 41 87 333 100 196 152 702 223 158 1502 60 Added Vol: 68 13 16 57 27 196 72 242 32 3 531 63 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 310 54 103 390 127 392 224 944 255 161 2033 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 310 54 103 390 127 392 224 944 255 161 2033 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 310 54 103 390 127 392 224 944 255 161 2033 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 310 54 103 390 127 392 224 944 255 161 2033 123 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.58 0.42 1.00 2.83 0.17 Final. Sat. : 3502 3610 1615 1805 1900 1615 3502 2752 742 1805 4846 294 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.02 0.06 0.22 0.07 0.24 0.06 0.34 0.34 0.09 0.42 0.42 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.31 0.08 0.33 0.33 0.09 0.33 0.33 Volume/Cap: 0.39 0.07 0.28 0.96 0.30 0.79 0.77 1.04 1.04 1.04 1.26 1.26 Delay/Veh: 39.9 36.6 38.9 80.2 39.0 46.1 65.4 76.7 76.7 137.2 161 161.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.9 36.6 38.9 80.2 39.0 46.1 65.4 76.7 76.7 137.2 161 161.3 LOS by Move: D D D F D D E E E F F F HCM2kAvgQ: 5 1 3 19 4 15 6 31 31 10 51 51 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:20:45 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.160 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 210.8 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 360 199 252 231 155 318 386 1163 364 111 830 75 Added Vol: 57 33 8 88 22 136 227 633 79 16 428 83 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 417 232 260 319 177 454 613 1796 443 127 1258 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 417 232 260 319 177 454 613 1796 443 127 1258 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 417 232 260 319 177 454 613 1796 443 127 1258 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 417 232 260 319 177 454 613 1796 443 127 1258 158 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.89 0.89 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.60 0.40 1.00 2.66 0.34 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2809 692 1805 4529 570 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.06 0.16 0.18 0.09 0.28 0.18 0.64 0.64 0.07 0.28 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.39 0.16 0.33 0.33 0.08 0.26 0.26 Volume/Cap: 0.53 0.29 0.72 0.79 0.41 0.73 1.09 1.92 1.92 0.85 1.09 1.09 Delay/Veh: 41.6 38.7 49.6 53.5 40.4 35.8 113.9 456 456.2 87.7 96.6 96.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.6 38.7 49.6 53.5 40.4 35.8 113.9 456 456.2 87.7 96.6 96.6 LOS by Move: D D D D D D F F F F F F HCM2kAvgQ: 7 4 10 13 6 15 19 112 112 7 28 28 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:05:34 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.760 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 45.8 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 2 0 1 0 2 2 0 3 0 1 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 242 41 87 333 100 196 152 702 223 158 1502 60 Added Vol: 68 13 16 57 27 196 72 242 32 3 531 63 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 310 54 103 390 127 392 224 944 255 161 2033 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 310 54 103 390 127 392 224 944 255 161 2033 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 310 54 103 390 127 392 224 944 255 161 2033 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 310 54 103 390 127 392 224 944 255 161 2033 123 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 1.00 2.83 0.17 Final Sat. : 3502 3610 1615 3502 1900 2842 3502 5187 1615 1805 4846 294 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.02 0.06 0.11 0.07 0.14 0.06 0.18 0.16 0.09 0.42 0.42 Crit Moves **** **** **** **** Green/Cycle: 0.10 0.23 0.23 0.12 0.25 0.25 0.08 0.36 0.36 0.17 0.44 0.44 Volume/Cap: 0.92 0.07 0.28 0.95 0.27 0.56 0.77 0.51 0.44 0.54 0.95 0.95 Delay/Veh: 82.4 36.6 38.9 84.6 36.9 40.7 65.4 30.5 29.9 47.6 42.1 42.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 82.4 36.6 38.9 84.6 36.9 40.7 65.4 30.5 29.9 47.6 42.1 42.1 LOS by Move: F D D F D D E C C D D D HCM2kAvgQ: 9 1 3 11 4 8 6 10 7 6 33 33 Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:06:01 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.844 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 46.2 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 2 0 1 0 2 2 0 3 0 1 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 360 199 252 231 155 318 386 1163 364 111 830 75 Added Vol: 57 33 8 88 22 136 227 633 79 16 428 83 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 417 232 260 319 177 454 613 1796 443 127 1258 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 417 232 260 319 177 454 613 1796 443 127 1258 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 417 232 260 319 177 454 613 1796 443 127 1258 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 417 232 260 319 177 454 613 1796 443 127 1258 158 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.95 0.89 0.89 Lanes: 2.00 2.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 1.00 2.66 0.34 Final Sat. : 3502 3610 1615 3502 1900 2842 3502 5187 1615 1805 4529 570 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.06 0.16 0.09 0.09 0.16 0.18 0.35 0.27 0.07 0.28 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.26 0.26 0.10 0.23 0.23 0.20 0.41 0.41 0.10 0.31 0.31 Volume/Cap: 0.89 0.25 0.63 0.88 0.41 0.71 0.89 0.85 0.67 0.72 0.89 0.89 Delay/Veh: 69.9 35.7 42.8 74.4 40.4 46.6 60.8 35.3 31.5 65.5 46.1 46.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 69.9 35.7 42.8 74.4 40.4 46.6 60.8 35.3 31.5 65.5 46.1 46.1 LOS by Move: E D D E D D E D C E D D HCM2kAvgQ: 11 4 9 9 6 10 15 24 14 6 22 22 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Opening Year (2009) With Proiect Default Scenario Fri Apr 27, 2007 15:27:15 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 1.011 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 40.3 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 201 0 94 0 766 440 223 951 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 213 0 100 0 812 466 236 1008 0 Added Vol: 0 0 0 126 0 129 0 309 114 277 382 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 339 0 229 0 1121 580 513 1390 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 339 0 229 0 1121 580 513 1390 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 339 0 229 0 1121 580 513 1390 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 339 0 229 0 1121 580 513 1390 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.23 0.00 0.14 0.00 0.31 0.36 0.28 0.39 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.23 0.00 0.36 0.36 0.28 0.64 0.00 Volume/Cap: 0.00 0.00 0.00 1.01 0.00 0.62 0.00 0.87 1.01 1.01 0.60 0.00 Delay/Veh: 0.0 0.0 0.0 86.5 0.0 34.2 0.0 34.0 69.2 75.0 10.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 86.5 0.0 34.2 0.0 34.0 69.2 75.0 10.1 0.0 LOS by Move: A A A F A C A C E E B A HCM2kAvgQ: 0 0 0 15 0 7 0 19 23 21 12 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:53 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.466 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 178.5 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 377 0 70 0 959 479 315 1386 0 Added Vol: 0 0 0 436 0 171 0 544 164 310 510 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 813 0 241 0 1503 643 625 1896 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 813 0 241 0 1503 643 625 1896 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 813 0 241 0 1503 643 625 1896 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 813 0 241 0 1503 643 625 1896 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.56 0.00 0.15 0.00 0.42 0.40 0.35 0.53 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.38 0.00 0.38 0.00 0.28 0.28 0.24 0.52 0.00 Volume/Cap: 0.00 0.00 0.00 1.47 0.00 0.39 0.00 1.47 1.40 1.47 1.01 0.00 Delay/Veh: 0.0 0.0 0.0 256.5 0.0 27.5 0.0 258 236.5 267.9 52.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 256.5 0.0 27.5 0.0 258 236.5 267.9 52.0 0.0 LOS by Move: A A A F A C A F F F D A HCM2kAvgQ: 0 0 0 62 0 6 0 61 48 48 45 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:55:16 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.819 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.5 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 201 0 94 0 766 440 223 951 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 213 0 100 0 812 466 236 1008 0 Added Vol: 0 0 0 126 0 129 0 309 114 277 382 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 339 0 229 0 1121 580 513 1390 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 339 0 229 0 1121 580 513 1390 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 339 0 229 0 1121 580 513 1390 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 339 0 229 0 1121 580 513 1390 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.75 1.00 0.75 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.60 0.00 1.40 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2276 0 1999 0 3610 1615 3502 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.11 0.00 0.31 0.36 0.15 0.39 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.18 0.00 0.18 0.00 0.44 0.44 0.18 0.62 0.00 Volume/Cap: 0.00 0.00 0.00 0.82 0.00 0.63 0.00 0.71 0.82 0.82 0.62 0.00 Delay/Veh: 0.0 0.0 0.0 31.2 0.0 24.1 0.0 15.2 22.2 32.0 7.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 31.2 0.0 24.1 0.0 15.2 22.2 32.0 7.7 0.0 LOS by Move: A A A C A C A B C C A A HCM2kAvgQ: 0 0 0 6 0 4 0 10 12 7 9 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:56:16 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 1.017 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 52.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 377 0 70 0 959 479 315 1386 0 Added Vol: 0 0 0 436 0 171 0 544 164 310 510 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 813 0 241 0 1503 643 625 1896 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 813 0 241 0 1503 643 625 1896 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 813 0 241 0 1503 643 625 1896 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 813 0 241 0 1503 643 625 1896 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.73 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.77 0.00 1.23 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2448 0 1698 0 3800 1615 3610 3800 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.33 0.00 0.14 0.00 0.40 0.40 0.17 0.50 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.33 0.00 0.33 0.00 0.39 0.39 0.17 0.56 0.00 Volume/Cap: 0.00 0.00 0.00 1.02 0.00 0.43 0.00 1.02 1.02 1.02 0.89 0.00 Delay/Veh: 0.0 0.0 0.0 68.0 0.0 27.9 0.0 59.7 74.0 84.2 25.6 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 68.0 0.0 27.9 0.0 59.7 74.0 84.2 25.6 0.0 LOS by Move: A A A E A C A E E F C A HCM2kAvgQ: 0 0 0 21 0 5 0 32 29 16 30 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:15 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 35.6 Worst Case Level Of Service: F[211.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 6 0 106 0 188 350 91 463 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 6 0 112 0 199 371 96 491 0 Added Vol: 0 0 0 100 0 94 0 130 0 277 105 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 106 0 206 0 329 371 373 596 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 106 0 206 0 329 371 373 596 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 106 0 206 0 329 371 373 596 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1857 xxxx 596 xxxx xxxx xxxxx 700 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 82 xxxx 507 xxxx xxxx xxxxx 906 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 55 xxxx 507 xxxx xxxx xxxxx 906 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 1.92 xxxx 0.41 xxxx xxxx xxxx 0.41 xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 10.3 xxxx 2.0 xxxx xxxx xxxxx 2.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 590.1 xxxx 16.9 xxxxx xxxx xxxxx 11.7 xxxx xxxxx LOS by Move: * * * F * C * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 211.8 xxxxxx xxxxxx ApproachLOS: * F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:53 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour 7------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 360.7 Worst Case Level Of Service: F[1114.5] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 19 0 200 0 269 262 54 418 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 20 0 212 0 285 278 57 443 0 Added Vol: 0 0 0 376 0 164 0 285 0 204 70 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 396 0 376 0 570 278 261 513 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 396 0 376 0 570 278 261 513 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 396 0 376 0 570 278 261 513 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1745 xxxx 513 xxxx xxxx xxxxx 848 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 96 xxxx 565 xxxx xxxx xxxxx 798 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 72 xxxx 565 xxxx xxxx xxxxx 798 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 5.52 xxxx 0.67 xxxx xxxx xxxx 0.33 xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 43.9 xxxx 4.9 xxxx xxxx xxxxx 1.4 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 2150 xxxx 23.1 xxxxx xxxx xxxxx 11.7 xxxx xxxxx LOS by Move: * * * F * C * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 1114.5 xxxxxx xxxxxx ApproachLOS: * F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.6115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:55:16 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.580 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.6 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 2 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 6 0 106 0 188 350 91 463 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 6 0 112 0 199 371 96 491 0 Added Vol: 0 0 0 100 0 94 0 130 0 277 105 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 106 0 206 0 329 371 373 596 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 106 0 206 0 329 371 373 596 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 106 0 206 0 329 371 373 596 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 106 0 206 0 329 371 373 596 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 0.85 0.92 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 2.00 1.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 1900 1615 3502 1900 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.13 0.00 0.17 0.23 0.11 0.31 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.22 0.00 0.22 0.00 0.40 0.40 0.18 0.58 0.00 Volume/Cap: 0.00 0.00 0.00 0.33 0.00 0.58 0.00 0.44 0.58 0.58 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 20.3 0.0 23.3 0.0 13.7 15.6 23.7 8.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 20.3 0.0 23.3 0.0 13.7 15.6 23.7 8.3 0.0 LOS by Move: A A A C A C A B B C A A HCM2kAvgQ: 0 0 0 2 0 4 0 5 6 4 7 0 Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:56:16 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.779 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 24.4 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 2 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 19 0 200 0 269 262 54 418 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 20 0 212 0 285 278 57 443 0 Added Vol: 0 0 0 376 0 164 0 285 0 204 70 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 396 0 376 0 570 278 261 513 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 396 0 376 0 570 278 261 513 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 396 0 376 0 570 278 261 513 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 396 0 376 0 570 278 261 513 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 0.85 0.92 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 2.00 1.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 1900 1615 3502 1900 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.27 0.00 0.23 0.00 0.30 0.17 0.07 0.27 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.33 0.00 0.33 0.00 0.36 0.36 0.14 0.50 0.00 Volume/Cap: 0.00 0.00 0.00 0.83 0.00 0.72 0.00 0.83 0.48 0.52 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 33.8 0.0 25.4 0.0 29.1 17.9 28.8 12.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 33.8 0.0 25.4 0.0 29.1 17.9 28.8 12.4 0.0 LOS by Move: A A A C A C A C B C B A HCM2kAvgQ: 0 0 0 11 0 9 0 14 5 3 8 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:15 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.305 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 124.9 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 503 0 215 0 413 219 537 686 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 533 0 228 0 438 232 569 727 0 Added Vol: 0 0 0 135 0 110 0 444 143 249 214 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 668 0 338 0 882 375 818 941 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 668 0 338 0 882 375 818 941 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 668 0 338 0 882 375 818 941 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 668 0 338 0 882 375 818 941 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.75 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.50 0.00 0.50 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2088 0 708 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.48 0.00 0.24 0.23 0.45 0.26 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.37 0.00 0.37 0.00 0.19 0.19 0.35 0.54 0.00 Volume/Cap: 0.00 0.00 0.00 0.88 0.00 1.31 0.00 1.30 1.24 1.30 0.49 0.00 Delay/Veh: 0.0 0.0 0.0 43.4 0.0 185.9 0.0 196 181.5 187.2 17.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 43.4 0.0 185.9 0.0 196 181.5 187.2 17.7 0.0 LOS by Move: A A A D A F A F F F B A HCM2kAvgQ: 0 0 0 18 0 46 0 32 25 55 11 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:53 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.796 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 241.6 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 781 0 307 0 655 195 428 679 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 828 0 325 0 694 207 454 720 0 Added Vol: 0 0 0 452 0 383 0 446 144 168 380 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1280 0 708 0 1140 351 622 1100 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1280 0 708 0 1140 351 622 1100 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1280 0 708 0 1140 351 622 1100 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 1280 0 708 0 1140 351 622 1100 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.75 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.48 0.00 0.52 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2054 0 741 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.62 0.00 0.96 0.00 0.32 0.22 0.34 0.30 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.53 0.00 0.53 0.00 0.18 0.18 0.19 0.37 0.00 Volume/Cap: 0.00 0.00 0.00 1.17 0.00 1.80 0.00 1.79 1.23 1.79 0.83 0.00 Delay/Veh: 0.0 0.0 0.0 111.8 0.0 390.9 0.0 413 181.0 417.1 38.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 111.8 0.0 390.9 0.0 413 181.0 417.1 38.9 0.0 LOS by Move: A A A F A F A F F F D A HCM2kAvgQ: 0 0 0 50 0 124 0 55 24 57 21 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:55:16 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.913 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 25.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 2 0 1! 0 1 0 0 3 0 1 2 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 503 0 215 0 413 219 537 686 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 533 0 228 0 438 232 569 727 0 Added Vol: 0 0 0 135 0 110 0 444 143 249 214 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 668 0 338 0 882 375 818 941 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 668 0 338 0 882 375 818 941 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 668 0 338 0 882 375 818 941 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 668 0 338 0 882 375 818 941 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.51 1.00 0.62 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 2.62 0.00 1.38 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 2523 0 1622 0 5187 1615 3502 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.26 0.00 0.21 0.00 0.17 0.23 0.23 0.18 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.28 0.00 0.28 0.00 0.26 0.26 0.26 0.52 0.00 Volume/Cap: 0.00 0.00 0.00 0.94 0.00 0.74 0.00 0.66 0.90 0.90 0.35 0.00 Delay/Veh: 0.0 0.0 0.0 36.1 0.0 21.7 0.0 21.1 43.4 33.2 8.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 36.1 0.0 21.7 0.0 21.1 43.4 33.2 8.6 0.0 LOS by Move: A A A D A C A C D C A A HCM2kAvgQ: 0 0 0 9 0 6 0 7 11 12 4 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:56:16 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 1.048 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 50.9 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 2 0 1! 0 1 0 0 3 0 1 2 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 781 0 307 0 655 195 428 679 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 828 0 325 0 694 207 454 720 0 Added Vol: 0 0 0 452 0 383 0 446 144 168 380 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1280 0 708 0 1140 351 622 1100 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1280 0 708 0 1140 351 622 1100 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1280 0 708 0 1140 351 622 1100 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 1280 0 708 0 1140 351 622 1100 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.50 1.00 0.60 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 2.59 0.00 1.41 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 2466 0 1610 0 5700 1615 3610 5700 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.52 0.00 0.44 0.00 0.20 0.22 0.17 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.49 0.00 0.49 0.00 0.21 0.21 0.17 0.37 0.00 Volume/Cap: 0.00 0.00 0.00 1.05 0.00 0.89 0.00 0.96 1.04 1.04 0.52 0.00 Delay/Veh: 0.0 0.0 0.0 59.2 0.0 25.8 0.0 52.4 95.7 85.5 22.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 59.2 0.0 25.8 0.0 52.4 95.7 85.5 22.1 0.0 LOS by Move: A A A E A C A D F F C A HCM2kAvgQ: 0 0 0 22 0 16 0 15 16 15 8 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:15 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.979 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 43.6 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II--------------- II---------------II---------------I Volume Module: Base Vol: 351 0 431 0 0 0 45 922 0 0 823 358 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 372 0 457 0 0 0 48 977 0 0 872 379 Added Vol: 128 0 122 0 0 0 118 318 0 0 531 294 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 500 0 579 0 0 0 166 1295 0 0 1403 673 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 500 0 579 0 0 0 166 1295 0 0 1403 673 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 500 0 579 0 0 0 166 1295 0 0 1403 673 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 500 0 579 0 0 0 166 1295 0 0 1403 673 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 361-0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.34 0.00 0.36 0.00 0.00 0.00 0.09 0.36 0.00 0.00 0.39 0.42 Crit Moves: **** **** **** Green/Cycle: 0.37 0.00 0.37 0.00 0.00 0.00 0.10 0.52 0.00 0.00 0.43 0.43 Volume/Cap: 0.94 0.00 0.98 0.00 0.00 0.00 0.96 0.69 0.00 0.00 0.91 0.98 Delay/Veh: 56.4 0.0 65.0 0.0 0.0 0.0 105.2 19.9 0.0 0.0 37.2 59.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 56.4 0.0 65.0 0.0 0.0 0.0 105.2 19.9 0.0 0.0 37.2 59.3 LOS by Move: E A E A A A F B A A D E HCM2kAvgQ: 20 0 25 0 0 0 9 17 0 0 26 28 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:53 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.395 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 171.0 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 518 0 572 0 0 0 74 1262 0 0 1183 235 Added Vol: 166 0 419 0 0 0 166 814 0 0 653 319 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 684 0 991 0 0 0 240 2076 0 0 1836 554 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 684 0 991 0 0 0 240 2076 0 0 1836 554 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 684 0 991 0 0 0 240 2076 0 0 1836 554 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 684 0 991 0 0 0 240 2076 0 0 1836 554 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.47 0.00 0.61 0.00 0.00 0.00 0.13 0.58 0.00 0.00 0.51 0.34 Crit Moves: **** **** **** Green/Cycle: 0.44 0.00 0.44 0.00 0.00 0.00 0.10 0.46 0.00 0.00 0.36 0.36 Volume/Cap: 1.06 0.00 1.40 0.00 0.00 0.00 1.39 1.25 0.00 0.00 1.39 0.94 Delay/Veh: 87.5 0.0 220.0 0.0 0.0 0.0 263.4 150 0.0 0.0 221 60.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.5 0.0 220.0 0.0 0.0 0.0 263.4 150 0.0 0.0 221 60.4 LOS by Move: F A F A A A F F A A F E HCM2kAvgQ: 35 0 71 0 0 0 19 68 0 0 70 24 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:55:16 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.855 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 22.8 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 2 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 351 0 431 0 0 0 45 922 0 0 823 358 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 372 0 457 0 0 0 48 977 0 0 872 379 Added Vol: 128 0 122 0 0 0 118 318 0 0 531 294 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 500 0 579 0 0 0 166 1295 0 0 1403 673 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 500 0 0 0 0 0 166 1295 0 0 1403 673 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 500 0 0 0 0 0 166 1295 0 0 1403 673 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 500 0 0 0 0 0 166 1295 0 0 1403 673 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.60 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 2296 0 1900 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.00 0.00 0.00 0.00 0.09 0.36 0.00 0.00 0.39 0.42 Crit Moves: **** **** **** Green/Cycle: 0.25 0.00 0.00 0.00 0.00 0.00 0.13 0.60 0.00 0.00 0.48 0.48 Volume/Cap: 0.88 0.00 0.00 0.00 0.00 0.00 0.73 0.60 0.00 0.00 0.81 0.87 Delay/Veh: 43.6 0.0 0.0 0.0 0.0 0.0 45.5 10.3 0.0 0.0 21.0 29.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 43.6 0.0 0.0 0.0 0.0 0.0 45.5 10.3 0.0 0.0 21.0 29.6 LOS by Move: D A A A A A D B A A C C HCM2kAvgQ: 9 0 0 0 0 0 6 11 0 0 18 18 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:56:16 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 115 Critical Vol./Cap. (X) : 1.055 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 53.6 Optimal Cycle: OPTIMIZED Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 2 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 518 0 572 0 0 0 74 1262 0 0 1183 235 Added Vol: 166 0 419 0 0 0 166 814 0 0 653 319 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 684 0 991 0 0 0 240 2076 0 0 1836 554 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 684 0 0 0 0 0 240 2076 0 0 1836 554 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 684 0 0 0 0 0 240 2076 0 0 1836 554 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 684 0 0 0 0 0 240 2076 0 0 1836 554 ------------ --------- -----II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.59 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 2256 0 1900 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.00 0.00 0.00 0.00 0.13 0.58 0.00 0.00 0.51 0.34 Crit Moves: **** **** **** Green/Cycle: 0.28 0.00 0.00 0.00 0.00 0.00 0.13 0.61 0.00 0.00 0.49 0.49 Volume/Cap: 1.07 0.00 0.00 0.00 0.00 0.00 1.05 0.94 0.00 0.00 1.05 0.71 Delay/Veh: 98.8 0.0 0.0 0.0 0.0 0.0 122.2 28.7 0.0 0.0 64.2 26.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 98.8 0.0 0.0 0.0 0.0 0.0 122.2 28.7 0.0 0.0 64.2 26.1 LOS by Move: F A A A A A F C A A E C HCM2kAvgQ: 20 0 0 0 0 0 14 40 0 0 45 16 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:15 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 359.9 Worst Case Level Of Service: F[1203.2) ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 395 0 43 0 0 0 131 63 0 0 159 1 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 419 0 46 0 0 0 139 67 0 0 169 1 Added Vol: 0 0 87 0 0 0 97 133 0 0 382 312 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 419 0 133 0 0 0 236 200 0 0 551 313 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 419 0 133 0 0 0 236 200 0 0 551 313 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 419 0 133 0 0 0 236 200 0 0 551 313 Critical Gap Module: Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 1379 xxxx 200 xxxx xxxx xxxxx 864 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 161 xxxx 846 xxxx xxxx xxxxx 788 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 124 xxxx 846 xxxx xxxx xxxxx 788 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 3.38 xxxx 0.16 xxxx xxxx xxxx 0.30 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 1.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 11.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 156 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 53.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 1203 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F ApproachDel: 1203.2 xxxxxx xxxxxx xxxxxx ApproachLOS: F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:53 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 709.9 Worst Case Level Of Service: F[2326.2] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 330 0 35 0 0 0 116 172 0 0 142 10 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 350 0 37 0 0 0 123 182 0 0 151 11 Added Vol: 0 0 330 0 0 0 166 495 0 0 274 235 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 350 0 367 0 0 0 289 677 0 0 425 246 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 350 0 367 0 0 0 289 677 0 0 425 246 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 350 0 367 0 0 0 289 677 0 0 425 246 Critical Gap Module: Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------ ---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 1803 xxxx 677 xxxx xxxx xxxxx 670 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 88 xxxx 456 xxxx xxxx xxxxx 930 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 67 xxxx 456 xxxx xxxx xxxxx 930 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 5.21 xxxx 0.80 xxxx xxxx xxxx 0.31 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 1.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * B Movement: IT - LTR - RT LT - LTR - RT IT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 119 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 78.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 2326 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F ApproachDel: 2326.2 xxxxxx xxxxxx xxxxxx ApproachLOS: F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:55:17 Page 8-1 ----------------- -------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.867 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 29.7 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 395 0 43 0 0 0 131 63 0 0 159 1 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 419 0 46 0 0 0 139 67 0 0 169 1 Added Vol: 0 0 87 0 0 0 97 133 0 0 382 312 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 419 0 133 0 0 0 236 200 0 0 551 313 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 419 0 133 0 0 0 236 200 0 0 551 313 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 419 0 133 0 0 0 236 200 0 0 551 313 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 419 0 133 0 0 0 236 200 0 0 551 313 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.29 0.00 0.08 0.00 0.00 0.00 0.13 0.11 0.00 0.00 0.29 0.19 Crit Moves: **** **** **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.15 0.49 0.00 0.00 0.33 0.33 Volume/Cap: 0.87 0.00 0.25 0.00 0.00 0.00 0.85 0.22 0.00 0.00 0.87 0.58 Delay/Veh: 36.3 0.0 16.2 0.0 0.0 0.0 48.0 9.7 0.0 0.0 33.0 19.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.3 0.0 16.2 0.0 0.0 0.0 48.0 9.7 0.0 0.0 33.0 19.6 LOS by Move: D A B A A A D A A A C B HCM2kAvgQ: 11 0 2 0 0 0 8 2 0 0 14 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:56:16 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.779 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 23.0 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 330 0 35 0 0 0 116 172 0 0 142 10 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 350 0 37 0 0 0 123 182 0 0 151 11 Added Vol: 0 0 330 0 0 0 166 495 0 0 274 235 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 350 0 367 0 0 0 289 677 0 0 425 246 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 350 0 367 0 0 0 289 677 0 0 425 246 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 350 0 367 0 0 0 289 677 0 0 425 246 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 350 0 367 0 0 0 289 677 0 0 425 246 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.23 0.00 0.00 0.00 0.16 0.36 0.00 0.00 0.22 0.15 Crit Moves: **** **** **** Green/Cycle: 0.31 0.00 0.31 0.00 0.00 0.00 0.21 0.49 0.00 0.00 0.29 0.29 Volume/Cap: 0.78 0.00 0.74 0.00 0.00 0.00 0.78 0.72 0.00 0.00 0.78 0.53 Delay/Veh: 27.4 0.0 24.4 0.0 0.0 0.0 32.6 14.8 0.0 0.0 26.7 19.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.4 0.0 24.4 0.0 0.0 0.0 32.6 14.8 0.0 0.0 26.7 19.2 LOS by Move: C A C A A A C B A A C B HCM2kAvgQ: 8 0 8 0 0 0 7 11 0 0 9 5 Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:15 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.485 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 122.2 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 166 0 310 0 0 0 205 766 0 0 1130 810 Added Vol: 70 0 87 0 0 0 320 259 0 0 394 402 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 236 0 397 0 0 0 525 1025 0 0 1524 1212 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 236 0 397 0 0 0 525 1025 0 0 1524 1212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 236 0 397 0 0 0 525 1025 0 0 1524 1212 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 236 0 397 0 0 0 525 1025 0 0 1524 1212 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.53 0.00 1.47 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 800 0 2108 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.19 0.00 0.00 0.00 0.29 0.28 0.00 0.00 0.42 0.75 Crit Moves: **** **** **** Green/Cycle: 0.20 0.00 0.20 0.00 0.00 0.00 0.20 0.70 0.00 0.00 0.51 0.51 Volume/Cap: 1.49 0.00 0.95 0.00 0.00 0.00 1.48 0.40 0.00 0.00 0.83 1.48 Delay/Veh: 280.5 0.0 70.2 0.0 0.0 0.0 280.8 7.6 0.0 0.0 28.9 254.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 280.5 0.0 70.2 0.0 0.0 0.0 280.8 7.6 0.0 0.0 28.9 254.1 LOS by Move: F A E A A A F A A A C F HCM2kAvgQ: 36 0 14 0 0 0 42 8 0 0 27 93 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:53 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour =------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.516 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 135.0 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 248 0 590 0 0 0 200 1322 0 0 925 583 Added Vol: 191 0 284 0 0 0 241 656 0 0 357 264 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 439 0 874 0 0 0 441 1978 0 0 1282 847 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 439 0 874 0 0 0 441 1978 0 0 1282 847 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 439 0 874 0 0 0 441 1978 0 0 1282 847 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 439 0 874 0 0 0 441 1978 0 0 1282 847 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.49 0.00 1.51 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 738 0 2171 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.60 0.00 0-40 0.00 0.00 0.00 0.24 0.55 0.00 0.00 0.36 0.52 Crit Moves: **** **** **** Green/Cycle: 0.39 0.00 0.39 0.00 0.00 0.00 0.16 0.51 0.00 0.00 0.35 0.35 Volume/Cap: 1.52 0.00 1.03 0.00 0.00 0.00 1.51 1.08 0.00 0.00 1.03 1.51 Delay/Veh: 274.9 0.0 68.6 0.0 0.0 0.0 299.0 75.6 0.0 0.0 71.5 280.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 274.9 0.0 68.6 0.0 0.0 0.0 299.0 75.6 0.0 0.0 71.5 280.0 LOS by Move: F A E A A A F E A A E F HCM2kAvgQ: 71 0 29 0 0 0 36 52 0 0 33 67 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:55:17 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection. #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.913 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 21.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 1! 0 1 0 0 0 0 0 2 0 3 0 0 0 0 3 0 2 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 166 0 310 0 0 0 205 766 0 0 1130 810 Added Vol: 70 0 87 0 0 0 320 259 0 0 394 402 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 236 0 397 0 0 0 525 1025 0 0 1524 1212 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 236 0 397 0 0 0 525 1025 0 0 1524 1212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 236 0 397 0 0 0 525 1025 0 0 1524 1212 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 236 0 397 0 0 0 525 1025 0 0 1524 1212 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.76 1.00 1.00 1.00 0.92 0.91 1.00 1.00 0.91 0.75 Lanes: 1.37 0.00 1.63 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 2.00 Final Sat. : 1993 0 2360 0 0 0 3502 5187 0 0 5187 2842 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.00 0.17 0.00 0.00 0.00 0.15 0.20 0.00 0.00 0.29 0.43 Crit Moves: **** **** **** Green/Cycle: 0.18 0.00 0.18 0.00 0.00 0.00 0.16 0.63 0.00 0.00 0.47 0.47 Volume/Cap: 0.64 0.00 0.91 0.00 0.00 0.00 0.91 0.31 0.00 0.00 0.63 0.91 Delay/Veh: 26.0 0.0 42.0 0.0 0.0 0.0 45.8 5.6 0.0 0.0 13.6 25.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 26.0 0.0 42.0 0.0 0.0 0.0 45.8 5.6 0.0 0.0 13.6 25.9 LOS by Move: C A D A A A D A A A B C HCM2kAvgQ: 4 0 9 0 0 0 9 4 0 0 9 18 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:56:17 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.951 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 29.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 1! 0 1 0 0 0 0 0 2 0 3 0 0 0 0 3 0 2 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 248 0 590 0 0 0 200 1322 0 0 925 583 Added Vol: 191 0 284 0 0 0 241 656 0 0 357 264 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 439 0 874 0 0 0 441 1978 0 0 1282 847 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 439 0 874 0 0 0 441 1978 0 0 1282 847 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 439 0 874 0 0 0 441 1978 0 0 1282 847 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 439 0 874 0 0 0 441 1978 0 0 1282 847 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.76 1.00 1.00 1.00 0.92 0.91 1.00 1.00 0.91 0.75 Lanes: 1.33 0.00 1.67 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 2.00 Final Sat. : 1923 0 2401 0 0 0 3502 5187 0 0 5187 2842 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.36 0.00 0.00 0.00 0.13 0.38 0.00 0.00 0.25 0.30 Crit Moves: **** **** **** Green/Cycle: 0.38 0.00 0.38 0.00 0.00 0.00 0.14 0.45 0.00 0.00 0.31 0.31 Volume/Cap: 0.61 0.00 0.97 0.00 0.00 0.00 0.88 0.84 0.00 0.00 0.80 0.97 Delay/Veh: 18.1 0.0 38.2 0.0 0.0 0.0 46.0 20.0 0.0 0.0 25.2 46.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.1 0.0 38.2 0.0 0.0 0.0 46.0 20.0 0.0 0.0 25.2 46.1 LOS by Move: B A D A A A D C A A C D HCM2kAvgQ: 7 0 17 0 0 0 8 17 0 0 12 16 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:15 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.833 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 35.1 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 65 103 44 75 104 259 276 973 104 112 857 218 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 69 109 47 80 110 275 293 1031 110 119 908 231 Added Vol: 39 39 26 17 12 10 8 417 14 13 776 13 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 108 148 73 97 122 285 301 1448 124 132 1684 244 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 148 73 97 122 285 301 1448 124 132 1684 244 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 148 73 97 122 285 301 1448 124 132 1684 244 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 108 148 73 97 122 285 301 1448 124 132 1684 244 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.64 0.95 0.95 0.45 1.00 0.85 0.95 0.95 0.85 0.95 0.89 0.89 Lanes: 1.00 0.67 0.33 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.62 0.38 Final Sat. : 1220 1213 594 851 1900 1615 1805 3610 1615 1805 4444 644 ------------I---------------II---------------II---------------11---------- I Capacity Analysis Module: Vol/Sat: 0.09 0.12 0.12 0.11 0.06 0.18 0.17 0.40 0.08 0.07 0.38 0.38 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.19 0.52 0.52 0.11 0.44 0.44 Volume/Cap: 0.38 0.52 0.52 0.49 0.28 0.76 0.86 0.77 0.15 0.67 0.86 0.86 Delay/Veh: 39.5 41.4 41.4 41.6 38.0 51.3 65.9 24.6 14.8 60.0 34.0 34.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.5 41.4 41.4 41.6 38.0 51.3 65.9 24.6 14.8 60.0 34.0 34.0 LOS by Move: D D D D D D E C B E C C HCM2kAvgQ: 4 7 7 4 4 11 14 23 2 6 26 26 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:53 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.137 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 104.9 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 90 39 133 96 49 234 167 1519 148 84 1094 71 Added Vol: 26 24 60 58 43 13 13 1177 43 70 934 61 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 116 63 193 154 92 247 180 2696 191 154 2028 132 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 116 63 193 154 92 247 180 2696 191 154 2028 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 63 193 154 92 247 180 2696 191 154 2028 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 116 63 193 154 92 247 180 2696 191 154 2028 132 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.70 0.89 0.89 0.38 1.00 0.85 0.95 0.95 0.85 0.95 0.90 0.90 Lanes: 1.00 0.25 0.75 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.82 0.18 Final Sat. : 1321 417 1269 728 1900 1615 1805 3610 1615 1805 4826 314 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.15 0.15 0.21 0.05 0.15 0.10 0.75 0.12 0.09 0.42 0.42 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.12 0.55 0.55 0.08 0.51 0.51 Volume/Cap: 0.38 0.65 0.65 0.91 0.21 0.66 0.82 1.36 0.22 1.02 0.82 0.82 Delay/Veh: 39.4 45.4 45.4 88.7 37.3 45.8 72.7 191 13.9 134.3 26.9 26.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.4 45.4 45.4 88.7 37.3 45.8 72.7 191 13.9 134.3 26.9 26.9 LOS by Move: D D D F D D E F B F C C HCM2kAvgQ: 4 9 9 9 3 9 9 98 4 10 26 26 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:55:17 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 14CM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.787 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 31.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 65 103 44 75 104 259 276 973 104 112 857 218 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 69 109 47 80 110 275 293 1031 110 119 908 231 Added Vol: 39 39 26 17 12 10 8 417 14 13 776 13 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 108 148 73 97 122 285 301 1448 124 132 1684 244 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 148 73 97 122 285 301 1448 124 132 1684 244 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 148 73 97 122 285 301 1448 124 132 1684 244 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 108 148 73 97 122 285 301 1448 124 132 1684 244 ------------I---------------11---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.67 1.00 0.85 0.62 1.00 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1269 1900 1615 1178 1900 1615 1805 5187 1615 1805 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.08 0.04 0.08 0.06 0.18 0.17 0.28 0.08 0.07 0.32 0.15 Crit Moves: **** **** **** Green/Cycle: 0.27 0.27 0.27 0.27 0.27 0.27 0.20 0.43 0.43 0.15 0.38 0.38 Volume/Cap: 0.32 0.29 0.17 0.31 0.24 0.66 0.85 0.64 0.18 0.49 0.85 0.39 Delay/Veh: 31.4 30.9 29.7 31.3 30.4 38.1 57.4 24.1 18.4 42.6 33.0 23.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.4 30.9 29.7 31.3 30.4 38.1 57.4 24.1 18.4 42.6 33.0 23.9 LOS by Move: C C C C C D E C B D C C HCM2kAvgQ: 3 4 2 3 3 9 12 14 2 4 21 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:56:17 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X).: 0.875 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 34.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 90 39 133 96 49 234 167 1519 148 84 1094 71 Added Vol: 26 24 60 58 43 13 13 1177 43 70 934 61 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 116 63 193 154 92 247 180 2696 191 154 2028 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 116 63 193 154 92 247 180 2696 191 154 2028 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 63 193 154 92 247 180 2696 191 154 2028 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 116 63 193 154 92 247 180 2696 191 154 2028 132 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.70 1.00 0.85 0.72 1.00 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1321 1900 1615 1362 1900 1615 1805 5187 1615 1805 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.03 0.12 0.11 0.05 0.15 0.10 0.52 0.12 0.09 0.39 0.08 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.13 0.54 0.54 0.09 0.50 0.50 Volume/Cap: 0.38 0.14 0.51 0.49 0.21 0.66 0.78 0.96 0.22 0.96 0.78 0.16 Delay/Veh: 39.4 36.6 41.2 40.9 37.3 45.8 65.6 34.7 14.3 111.9 25.7 16.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.4 36.6 41.2 40.9 37.3 45.8 65.6 34.7 14.3 111.9 25.7 16.1 LOS by Move: D D D D D D E C B F C B HCM2kAvgQ: 4 2 7 5 3 9 8 40 4 9 23 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:16 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) Cycle (sec) : 115 Critical Vol./Cap. (X) : 0.780 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 27.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 1 1 5 13 1 257 236 855 1 8 929 109 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1 1 5 14 1 272 250 906 1 8 985 116 Added Vol: 114 23 39 5 8 15 13 297 44 14 625 9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 115 24 44 19 9 287 263 1203 45 22 1610 125 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 115 24 44 19 9 287 263 1203 45 22 1610 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 24 44 19 9 287 263 1203 45 22 1610 125 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 115 24 44 19 9 287 263 1203 45 22 1610 125 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.75 0.90 0.90 0.85 0.85 0.85 0.92 0.95 0.95 0.95 0.95 0.85 Lanes: 1.00 0.35 0.65 0.67 0.33 1.00 2.00 1.93 0.07 1.00 2.00 1.00 Final Sat. : 1416 604 1112 1086 524 1615 3502 3462 130 1805 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.04 0.04 0.02 0.02 0.18 0.08 0.35 0.35 0.01 0.45 0.08 Crit Moves: **** **** **** Green/Cycle: 0.24 0.24 0.24 0.24 0.24 0.24 0.09 0.52 0.52 0.13 0.56 0.56 Volume/Cap: 0.33 0.16 0.16 0.07 0.07 0.73 0.80 0.67 0.67 0.10 0.80 0.14 Delay/Veh: 36.4 34.5 34.5 33.6 33.6 46.9 63.9 21.1 21.1 44.2 22.6 12.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.4 34.5 34.5 33.6 33.6 46.9 63.9 21.1 21.1 44.2 22.6 12.2 LOS by Move: D C C C C D E C C D C B HCM2kAvgQ: 4 . 2 2 1 1 11 7 17 17 1 25 2 Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:53 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.778 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 35.9 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 5 1 6 15 1 115 93 1049 6 2 1058 10 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 5 1 6 16 1 122 99 1112 6 2 1121 11 Added Vol: 90 19 40 11 29 19 19 821 138 55 594 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 95 20 46 27 30 141 118 1933 144 57 1715 18 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 20 46 27 30 141 118 1933 144 57 1715 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 20 46 27 30 141 118 1933 144 57 1715 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 95 20 46 27 30 141 118 1933 144 57 1715 18 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 0.90 0.90 0.87 0.87 0.85 0.92 0.94 0.94 0.95 0.95 0.85 Lanes: 1.00 0.30 0.70 0.47 0.53 1.00 2.00 1.86 0.14 1.00 2.00 1.00 Final Sat. : 1372 514 1187 778 869 1615 3502 3326 248 1805 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.04 0.04 0.03 0.03 0.09 0.03 0.58 0.58 0.03 0.48 0.01 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.10 0.58 0.58 0.08 0.57 0.57 Volume/Cap: 0.30 0.17 0.17 0.15 0.15 0.37 0.34 1.00 1.00 0.38 0.84 0.02 Delay/Veh: 38.4 36.9 36.9 36.7 36.7 39.3 50.9 43.7 43.7 53.7 24.6 11.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.4 36.9 36.9 36.7 36.7 39.3 50.9 43.7 43.7 53.7 24.6 11.4 LOS by Move D D D D D D D D D D C B HCM2kAvgQ: 3 2 2 2 2 5 2 48 48 2 29 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:16 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 71.8 Worst Case Level Of Service: F[269.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------11---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 6 3 0 0 5 120 98 0 8 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 6 3 0 0 5 127 104 0 8 0 0 0 Added Vol: 645 127 0 0 46 49 15 0 205 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 651 130 0 0 51 176 119 0 213 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 651 130 0 0 51 176 119 0 213 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 651 130 0 0 51 176 119 0 213 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 228 xxxx xxxxx xxxx xxxx xxxxx 1484 xxxx 51 xxxx xxxx xxxxx Potent Cap. : 1353 xxxx xxxxx xxxx xxxx xxxxx 139 xxxx 1022 xxxx xxxx xxxxx Move Cap. : 1353 xxxx xxxxx xxxx xxxx xxxxx 53 xxxx 1022 xxxx xxxx xxxxx Volume/Cap: 0.48 xxxx xxxx xxxx xxxx xxxx 2.25 xxxx 0.21 xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 2.7 xxxx xxxxx xxxx xxxx xxxxx 12.0 xxxx 0.8 xxxx xxxx xxxxx Control Del: 10.1 xxxx xxxxx xxxxx xxxx xxxxx 737.3 xxxx 9.4 xxxxx xxxx xxxxx LOS by Move: B * * * * * F * A Movement: LT - LTR - RT LT - LTR - RT IT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 2.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 10.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: B * ApproachDel: xxxxxx xxxxxx 269.8 xxxxxx ApproachLOS: * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:53 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 115.2 Worst Case Level Of Service: F[216.0] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 10 3 0 0 3 142 199 0 8 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 11 3 0 0 3 151 211 0 8 0 0 0 Added Vol: 480 114 0 0 165 29 53 0 771 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 491 117 0 0 168 180 264 0 779 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 491 117 0 0 168 180 264 0 779 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 491 117 0 0 168 180 264 0 779 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 348 xxxx xxxxx xxxx xxxx xxxxx 1267 xxxx 168 xxxx xxxx xxxxx Potent Cap. : 1222 xxxx xxxxx xxxx xxxx xxxxx 188 xxxx 881 xxxx xxxx xxxxx Move Cap. : 1222 xxxx xxxxx xxxx xxxx xxxxx 106 xxxx 881 xxxx xxxx xxxxx Volume/Cap: 0.40 xxxx xxxx xxxx xxxx xxxx 2.49 xxxx 0.88 xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 2.0 xxxx xxxxx xxxx xxxx xxxxx 23.9 xxxx 11.9 xxxx xxxx xxxxx Control Del: 9.9 xxxx xxxxx xxxxx xxxx xxxxx 762.3 xxxx 31.1 xxxxx xxxx xxxxx LOS by Move: A * * * * * F * D Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 2.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 9.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * ApproachDel: xxxxxx xxxxxx 216.0 xxxxxx ApproachLOS: * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:55:17 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection. #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.533 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 24.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Permitted Permitted Rights: Include Include Ignore Include Min. Green: 10 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 6 3 0 0 5 120 98 0 8 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 6 3 0 0 5 127 104 0 8 0 0 0 Added Vol: 645 127 0 0 46 49 15 0 205 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 651 130 0 0 51 176 119 0 213 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 651 130 0 0 51 176 119 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 651 130 0 0 51 176 119 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 651 130 0 0 51 176 119 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.77 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1461 0 1900 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.36 0.07 0.00 0.00 0.03 0.11 0.08 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.52 0.70 0.00 0.00 0.18 0.18 0.18 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.69 0.10 0.00 0.00 0.15 0.61 0.45 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 20.3 4.9 0.0 0.0 34.8 41.4 37.8 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.3 4.9 0.0 0.0 34.8 41.4 37.8 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A C D D A A A A A HCM2kAvgQ: 16 1 0 0 1 6 4 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:56:17 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.644 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 25.8 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Permitted Permitted Rights: Include Include Ignore Include Min. Green: 10 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 10 3 0 0 3 142 199 0 8 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 11 3 0 0 3 151 211 0 8 0 0 0 Added Vol: 480 114 0 0 165 29 53 0 771 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 491 117 0 0 168 180 264 0 779 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 491 117 0 0 168 180 264 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 491 117 0 0 168 180 264 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 491 117 0 0 168 180 264 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.77 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1461 0 1900 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.27 0.06 0.00 0.00 0.09 0.11 0.18 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.36 0.60 0.00 0.00 0.24 0.24 0.24 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.76 0.10 0.00 0.00 0.37 0.46 0.75 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 26.1 6.4 0.0 0.0 24.3 25.2 35.3 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.1 6.4 0.0 0.0 24.3 25.2 35.3 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A C C D A A A A A HCM2kAvgQ: 12 1 0 0 3 4 8 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:55:17 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.625 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.0 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 2 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 252 27 160 92 0 0 0 0 90 0 520 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 252 27 160 92 0 0 0 0 90 0 520 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 252 27 160 92 0 0 0 0 90 0 520 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 252 27 160 92 0 0 0 0 90 0 520 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 252 27 160 92 0 0 0 0 90 0 520 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.92 1.00 1.00 1.00 1.00 1.00 0.79 1.00 0.85 Lanes: 0.00 1.00 1.00 2.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1615 3502 1900 0 0 0 0 1509 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.02 0.05 0.05 0.00 0.00 0.00 0.00 0.06 0.00 0.32 Crit Moves: **** **** **** Green/Cycle: 0.00 0.30 0.30 0.17 0.47 0.00 0.00 0.00 0.00 0.33 0.00 0.50 Volume/Cap: 0.00 0.44 0.06 0.27 0.10 0.00 0.00 0.00 0.00 0.18 0.00 0.64 Delay/Veh: 0.0 17.5 15.0 22.1 9.0 0.0 0.0 0.0 0.0 14.4 0.0 12.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 17.5 15.0 22.1 9.0 0.0 0.0 0.0 0.0 14.4 0.0 12.9 LOS by Move: A B B C A A A A A B A B HCM2kAvgQ: 0 4 0 2 1 0 0 0 0 1 0 8 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:56:17 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.402 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.8 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 2 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 240 99 596 341 0 0 0 0 56 0 353 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 240 99 596 341 0 0 0 0 56 0 353 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 240 99 596 341 0 0 0 0 56 0 353 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 240 99 596 341 0 0 0 0 56 0 353 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 240 99 596 341 0 0 0 0 56 0 353 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.92 1.00 1.00 1.00 1.00 1.00 0.81 1.00 0.85 Lanes: 0.00 1.00 1.00 2.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1615 3502 1900 0 0 0 0 1535 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.06 0.17 0.18 0.00 0.00 0.00 0.00 0.04 0.00 0.22 Crit Moves: **** **** **** Green/Cycle: 0.00 0.26 0.26 0.31 0.57 0.00 0.00 0.00 0.00 0.26 0.00 0.57 Volume/Cap: 0.00 0.49 0.24 0.54 0.31 0.00 0.00 0.00 0.00 0.14 0.00 0.38 Delay/Veh: 0.0 22.9 20.9 20.4 8.0 0.0 0.0 0.0 0.0 20.2 0.0 8.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 22.9 20.9 20.4 8.0 0.0 0.0 0.0 0.0 20.2 0.0 8.5 LOS by Move: A C C C A A A A A C A A HCM2kAvgQ: 0 5 2 6 4 0 0 0 0 1 0 4 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Fri Apr 27, 2007 16:09:21 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.137 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 14.3 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 44 28 38 129 0 0 0 0 84 0 109 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 44 28 38 129 0 0 0 0 84 0 109 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 44 28 38 129 0 0 0 0 84 0 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 44 28 38 129 0 0 0 0 84 0 109 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 44 28 38 129 0 0 0 0 84 0 109 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 0.80 1.00 0.85 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1615 1805 1900 0 0 0 0 1526 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.02 0.02 0.02 0.07 0.00 0.00 0.00 0.00 0.06 0.00 0.07 Crit Moves: **** **** **** Green/Cycle: 0.00 0.28 0.28 0.15 0.43 0.00 0.00 0.00 0.00 0.38 0.00 0.38 Volume/Cap: 0.00 0.08 0.06 0.14 0.16 0.00 0.00 0.00 0.00 0.14 0.00 0.18 Delay/Veh: 0.0 17.5 17.4 24.0 11.4 0.0 0.0 0.0 0.0 13.1 0.0 13.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.5 17.4 24.0 11.4 0.0 0.0 0.0 0.0 13.1 0.0 13.3 LOS by Move: A B B C B A A A A B A B HCM2kAvgQ: 0 1 0 1 2 0 0 0 0 1 0 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Fri Apr 27, 2007 16:09:42 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.264 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.0 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 154 100 139 98 0 0 0 0 62 0 92 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 154 100 139 98 0 0 0 0 62 0 92 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 154 100 139 98 0 0 0 0 62 0 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 154 100 139 98 0 0 0 0 62 0 92 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 154 100 139 98 0 0 0 0 62 0 92 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 0.81 1.00 0.85 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1615 1805 1900 0 0 0 0 1533 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.08 0.06 0.08 0.05 0.00 0.00 0.00 0.00 0.04 0.00 0.06 Crit Moves: **** **** **** Green/Cycle: 0.00 0.28 0.28 0.26 0.54 0.00 0.00 0.00 0.00 0.28 0.00 0.28 Volume/Cap: 0.00 0.29 0.22 0.29 0.10 0.00 0.00 0.00 0.00 0.15 0.00 0.21 Delay/Veh: 0.0 18.8 18.4 19.6 7.3 0.0 0.0 0.0 0.0 17.9 0.0 18.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 18.8 18.4 19.6 7.3 0.0 0.0 0.0 0.0 17.9 0.0 18.2 LOS by Move: A B B B A A A A A B A B HCM2kAvgQ: 0 3 2 2 1 0 0 0 0 1 0 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:16 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Average Delay (sec/veh) : 11.1 Worst Case Level Of Service: C[ 16.11 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------h---------------II---------------II---------------I Volume Module: Base Vol: 131 1 0 0 3 1 49 0 74 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 139 1 0 0 3 1 52 0 78 0 0 0 Added Vol: 0 29 0 0 78 135 44 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 139 30 0 0 81 136 96 0 78 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 30 0 0 81 136 96 0 78 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 139 30 0 0 81 136 96 0 78 0 0 0 Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 272 231 xxxxx xxxx 270 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 685 672 xxxxx xxxx 640 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 474 597 xxxxx xxxx 568 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.29 0.05 xxxx xxxx 0.14 0.15 0.11 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 492 xxxx xxxxx xxxx xxxx 738 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 1.5 xxxx xxxxx xxxxx xxxx 1.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 16.1 xxxx xxxxx xxxxx xxxx 11.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: C * * * * B ApproachDel: 16.1 11.9 xxxxxx xxxxxx ApproachLOS: C B ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:53 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Average Delay (sec/veh) : 30.0 Worst Case Level Of Service: F[ 93.51 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 1 0 0 4 1 1 0 416 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 197 1 0 0 4 1 1 0 441 0 0 0 Added Vol: 0 95 0 0 62 98 160 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 197 96 0 0 66 99 161 0 441 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF .Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 197 96 0 0 66 99 161 0 441 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 197 96 0 0 66 99 161 0 441 0 0 0 Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I . Capacity Module: Cnflict Vol: 576 543 xxxxx xxxx 763 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 432 450 xxxxx xxxx 337 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 266 361 xxxxx xxxx 270 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.74 0.27 xxxx xxxx 0.24 0.11 0.18 xxxx xxxx xxxx xxxx xxxx ------------I---------------11---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.6 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxX xxxx xxxxx xxxxx xxxx xxxxx 9.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 291 xxxx xxxxx xxxx xxxx 466 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 10.6 xxxx xxxxx xxxxx xxxx 1.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 93.5 xxxx xxxxx .xxxxx xxxx 16.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: F * * * * C ApproachDel: 93.5 16.9 xxxxxx xxxxxx ApproachLOS: F C ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:55:17 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.212 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 18 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1 0 0 3 1 49 0 74 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 139 1 0 0 3 1 52 0 78 0 0 0 Added Vol: 0 29 0 0 78 135 44 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 139 30 0 0 81 136 96 0 78 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 30 0 0 81 136 96 0 78 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 139 30 0 0 81 136 96 0 78 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 139 30 0 0 81 136 96 0 78 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.70 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1336 1900 0 0 1900 1615 1461 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.02 0.00 0.00 0.04 0.08 0.07 0.00 0.05 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.49 0.49 0.00 0.00 0.49 0.49 0.31 0.00 0.31 0.00 0.00 0.00 Volume/Cap: 0.21 0.03 0.00 0.00 0.09 0.17 0.21 0.00 0.16 0.00 0.00 0.00 Delay/Veh: 8.9 7.9 0.0 0.0 8.2 8.6 15.5 0.0 15.2 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.9 7.9 0.0 0.0 8.2 8.6 15.5 0.0 15.2 0.0 0.0 0.0 LOS by Move: A A A A A A B A B A A A HCM2kAvgQ: 2 0 0 0 1 1 1 0 1 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:56:18 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.523 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 13.1 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 18 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 1 0 0 4 1 1 0 416 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 197 1 0 0 4 1 1 0 441 0 0 0 Added Vol: 0 95 0 0 62 98 160 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 197 96 0 0 66 99 161 0 441 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 197 96 0 0 66 99 161 0 441 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 197 96 0 0 66 99 161 0 441 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 197 96 0 0 66 99 161 0 441 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1359 1900 0 0 1900 1615 1461 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.05 0.00 0.00 0.03 0.06 0.11 0.00 0.27 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.30 0.30 0.00 0.00 0.30 0.30 0.50 0.00 0.50 0.00 0.00 0.00 Volume/Cap: 0.48 0.17 0.00 0.00 0.12 0.20 0.22 0.00 0.55 0.00 0.00 0.00 Delay/Veh: 18.1 15.6 0.0 0.0 15.3 15.9 8.6 0.0 11.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.1 15.6 0.0 0.0 15.3 15.9 8.6 0.0 11.1 0.0 0.0 0.0 LOS by Move: B B A A B B A A B A A A HCM2kAvgQ: 4 1 0 0 1 1 2 0 6 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:16 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.445 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 18.9 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I---------------II---------------11---------------II---------------I Volume Module: Base Vol: 72 157 10 1 447 15 16 3 106 40 5 2 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 76 166 11 1 474 16 17 3 112 42 5 2 Added Vol: 25 114 0 0 222 4 1 0 77 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 101 280 11 1 696 20 18 3 189 42 5 2 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 101 280 11 1 696 20 18 3 189 42 5 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 101 280 11 1 696 20 18 3 189 42 5 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 101 280 11 1 696 20 18 3 189 42 5 2 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.95 0.95 0.76 0.85 0.85 0.57 0.96 0.96 Lanes: 1.00 1.93 0.07 1.00 1.94 0.06 1.00 0.02 0.98 1.00 0.71 0.29 Final Sat. : 1805 3461 131 1805 3496 100 1450 27 1594 1079 1299 520 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.08 0.08 0.00 0.20 0.20 0.01 0.12 0.12 0.04 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.13 0.34 0.34 0.19 0.40 0.40 0.31 0.31 0.31 0.31 0.31 0.31 Volume/Cap: 0.42 0.24 0.24 0.00 0.50 0.50 0.04 0.39 0.39 0.13 0.01 0.01 Delay/Veh: 31.0 17.7 17.7 24.6 17.1 17.1 18.3 21.0 21.0 18.9 18.1 18.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.0 17.7 17.7 24.6 17.1 17.1 18.3 21.0 21.0 18.9 18.1 18.1 LOS by Move: C B B C B B B C C B B B HCM2kAvgQ: 3 3 3 0 7 7 0 4 4 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:54 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.683 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 23.8 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 146 415 62 1 288 21 86 40 334 42 10 1 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 155 440 66 1 305 22 91 42 354 45 11 1 Added Vol: 92 267 0 0 187 3 4 0 57 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 247 707 66 1 492 25 95 42 411 45 11 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 247 707 66 1 492 25 95 42 411 45 11 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 247 707 66 1 492 25 95 42 411 45 11 1 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 247 707 66 1 492 25 95 42 411 45 11 1 ------------I---------------II--------------- II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.94 0.94 0.76 0.86 0.86 0.29 0.99 0.99 Lanes: 1.00 1.83 0.17 1.00 1.90 0.10 1.00 0.09 0.91 1.00 0.91 0.09 Final Sat. : 1805 3260 303 1805 3410 175 1442 154 1488 543 1703 170 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.22 0.22 0.00 0.14 0.14 0.07 0.28 0.28 0.08 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.18 0.29 0.29 0.16 0.28 0.28 0.36 0.36 0.36 0.36 0.36 0.36 Volume/Cap: 0.77 0.74 0.74 0.00 0.52 0.52 0.18 0.77 0.77 0.23 0.02 0.02 Delay/Veh: 36.0 23.6 23.6 22.8 20.4 20.4 14.4 24.4 24.4 15.1 13.4 13.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 36.0 23.6 23.6 22.8 20.4 20.4 14.4 24.4 24.4 15.1 13.4 13.4 LOS by Move: D C C C C C B C C B B B HCM2kAvgQ: 7 9 9 0 5 5 1 10 10 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:16 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.926 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 109.2 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 242 41 87 333 100 196 152 702 223 158 1502 60 Added Vol: 68 13 16 81 27 196 72 242 32 3 531 69 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 310 54 103 414 127 392 224 944 255 161 2033 129 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 310 54 103 414 127 392 224 944 255 161 2033 129 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 310 54 103 414 127 392 224 944 255 161 2033 129 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 310 54 103 414 127 392 224 944 255 161 2033 129 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.58 0.42 1.00 2.82 0.18 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2752 742 1805 4833 308 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.02 0.06 0.23 0.07 0.24 0.06 0.34 0.34 0.09 0.42 0.42 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.31 0.08 0.33 0.33 0.09 0.33 0.33 Volume/Cap: 0.39 0.07 0.28 1.02 0.30 0.79 0.77 1.04 1.04 1.04 1.26 1.26 Delay/Veh: 39.9 36.6 38.9 96.1 39.0 46.1 65.4 76.7 76.7 137.2 163 162.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.9 36.6 38.9 96.1 39.0 46.1 65.4 76.7 76.7 137.2 163 162.8 LOS by Move: D D D F D D E E E F F F HCM2kAvgQ: 5 1 3 21 4 15 6 31 31 10 51 51 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 15:27:54 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.169 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 211.8 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 360 199 252 231 155 318 386 1163 364 111 830 75 Added Vol: 57 33 8 102 22 136 227 633 79 16 428 108 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 417 232 260 333 177 454 613 1796 443 127 1258 183 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 417 232 260 333 177 454 613 1796 443 127 1258 183 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 417 232 260 333 177 454 613 1796 443 127 1258 183 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 417 232 260 333 177 454 613 1796 443 127 1258 183 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.89 0.89 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.60 0.40 1.00 2.62 0.38 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2809 692 1805 4441 647 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.06 0.16 0.18 0.09 0.28 0.18 0.64 0.64 0.07 0.28 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.38 0.16 0.33 0.33 0.08 0.26 0.26 Volume/Cap: 0.53 0.29 0.72 0.82 0.41 0.73 1.10 1.92 1.92 0.85 1.10 1.10 Delay/Veh: 41.6 38.7 49.6 56.7 40.4 36.1 118.8 456 456.2 87.7 101 101.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.6 38.7 49.6 56.7 40.4 36.1 118.8 456 456.2 87.7 101 101.4 LOS by Move: D D D E D D F F F F F F HCM2kAvgQ: 7 4 10 14 6 15 19 112 112 7 29 29 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:01:55 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.769 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 47.2 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 2 0 1 0 2 2 0 3 0 1 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 242 41 87 333 100 196 152 702 223 158 1502 60 Added Vol: 68 13 16 81 27 196 72 242 32 3 531 69 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 310 54 103 414 127 392 224 944 255 161 2033 129 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 310 54 103 414 127 392 224 944 255 161 2033 129 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 310 54 103 414 127 392 224 944 255 161 2033 129 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 310 54 103 414 127 392 224 944 255 161 2033 129 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 1.00 2.82 0.18 Final Sat. : 3502 3610 1615 3502 1900 2842 3502 5187 1615 1805 4833 308 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.02 0.06 0.12 0.07 0.14 0.06 0.18 0.16 0.09 0.42 0.42 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.23 0.23 0.12 0.25 0.25 0.08 0.35 0.35 0.16 0.44 0.44 Volume/Cap: 0.90 0.07 0.28 0.97 0.27 0.55 0.77 0.51 0.44 0.54 0.97 0.97 Delay/Veh: 79.3 36.6 38.9 86.8 36.5 40.2 65.4 30.8 30.2 48.0 44.9 44.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 79.3 36.6 38.9 86.8 36.5 40.2 65.4 30.8 30.2 48.0 44.9 44.9 LOS by Move: E D D F D D E C C D D D HCM2kAvgQ: 9 1 3 12 4 8 6 10 7 6 34 34 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Fri Apr 27, 2007 16:02:36 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (x) : 0.851 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 46.7 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 2 0 1 0 2 2 0 3 0 1 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 360 199 252 231 155 318 386 1163 364 111 830 75 Added Vol: 57 33 8 102 22 136 227 633 79 16 428 108 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 417 232 260 333 177 454 613 1796 443 127 1258 183 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 417 232 260 333 177 454 613 1796 443 127 1258 183 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 417 232 260 333 177 454 613 1796 443 127 1258 183 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 417 232 260 333 177 454 613 1796 443 127 1258 183 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.95 0.89 0.89 Lanes: 2.00 2.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 1.00 2.62 0.38 Final Sat. : 3502 3610 1615 3502 1900 2842 3502 5187 1615 1805 4441 647 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.06 0.16 0.10 0.09 0.16 0.18 0.35 0.27 0.07 0.28 0.28 Crit Moves• **** **** **** **** Green/Cycle: 0.13 0.25 0.25 0.11 0.23 0.23 0.19 0.41 0.41 0.10 0.31 0.31 Volume/Cap: 0.90 0.26 0.64 0.90 0.41 0.71 0.90 0.84 0.67 0.71 0.90 0.90 Delay/Veh: 71.5 36.1 43.6 76.1 40.4 46.6 62.2 35.2 31.3 65.2 46.6 46.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 71.5 36.1 43.6 76.1 40.4 46.6 62.2 35.2 31.3 65.2 46.6 46.6 LOS by Move: E D D E D D E D C E D D HCM2kAvgQ: 11 4 9 9 6 10 15 24 14 6 22 22 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA General Plan Buildout Without Project Default Scenario Sun Apr 29, 2007 09:28:09 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.892 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 2 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 1242 820 928 2460 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1242 820 928 2460 0 Added Vol: 0 0 0 0 0 0 0 -2 0 0 -7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 1240 820 928 2453 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1240 820 928 2453 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1240 820 928 2453 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 1240 820 928 2453 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 0 0 0 0 5187 1615 3502 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.51 0.27 0.47 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.57 0.30 0.87 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.42 0.89 0.89 0.55 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 22.2 30.0 1.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 22.2 30.0 1.2 0.0 LOS by Move: A A A A A A A A C C A A HCM2kAvgQ: 0 0 0 0 0 0 0 5 18 13 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:36 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.903 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 2 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 1682 953 708 2472 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1682 953 708 2472 0 Added Vol: 0 0 0 0 0 0 0 -8 0 0 -5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 1674 953 708 2467 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1674 953 708 2467 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1674 953 708 2467 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 1674 953 708 2467 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 0 0 0 0 5187 1615 3502 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.59 0.20 0.48 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.65 0.65 0.22 0.88 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.49 0.90 0.90 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 20.4 38.3 1.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 20.4 38.3 1.1 0.0 LOS by Move: A A A A A A A A C D A A HCM2kAvgQ: 0 0 0 0 0 0 0 7 21 11 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:09 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.552 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 410 0 505 0 704 395 345 778 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 410 0 505 0 704 395 345 778 0 Added Vol: 0 0 0 -60 0 0 0 -21 0 -117 -39 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 350 0 505 0 683 395 228 739 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 350 0 505 0 683 395 228 739 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 350 0 505 0 683 395 228 739 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 350 0 505 0 683 395 228 739 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.89 1.00 0.89 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.41 0.00 1.59 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2391 0 2698 0 3610 1615 3502 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.19 0.00 0.19 0.24 0.07 0.20 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.32 0.00 0.32 0.00 0.32 0.32 0.17 0.49 0.00 Volume/Cap: 0.00 0.00 0.00 0.46 0.00 0.59 0.00 0.59 0.77 0.39 0.42 0.00 Delay/Veh: 0.0 0.0 0.0 16.7 0.0 18.0 0.0 18.0 25.4 22.7 10.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 16.7 0.0 18.0 0.0 18.0 25.4 22.7 10.2 0.0 LOS by Move: A A A B A B A B C C B A HCM2kAvgQ: 0 0 0 4 0 6 0 6 9 2 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:36 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.653 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 18.5 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 867 0 343 0 696 450 286 837 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 867 0 343 0 696 450 286 837 0 Added Vol: 0 0 0 -201 0 0 0 -70 0 -172 -57 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 666 0 343 0 626 450 114 780 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 666 0 343 0 626 450 114 780 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 666 0 343 0 626 450 114 780 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 666 0 343 0 626 450 114 780 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.92 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.66 0.00 1.34 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2897 0 2339 0 3610 1615 3502 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.23 0.00 0.15 0.00 0.17 0.28 0.03 0.22 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.00 0.38 0.38 0.14 0.52 0.00 Volume/Cap: 0.00 0.00 0.00 0.74 0.00 0.47 0.00 0.46 0.74 0.23 0.42 0.00 Delay/Veh: 0.0 0.0 0.0 23.9 0.0 19.7 0.0 16.8 23.8 26.8 10.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 23.9 0.0 19.7 0.0 16.8 23.8 26.8 10.5 0.0 LOS by Move: A A A C A B A B C C B A HCM2kAvgQ: 0 0 0 9 0 5 0 6 10 1 6 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:09 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.374 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.4 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 18 0 0 18 0 Lanes: 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 624 0 1611 0 0 1813 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 624 0 1611 0 0 1813 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 624 0 1611 0 0 1813 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1611 0 0 1813 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1611 0 0 1813 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 1611 0 0 1813 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 3.00 0.00 0.00 3.00 0.00 Final Sat. : 0 0 0 0 0 1900 0 5187 0 0 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.31 0.00 0.00 0.35 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 0.93 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.33 0.00 0.00 0.37 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.5 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 2 0 0 3 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:36 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.397 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.5 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 18 0 0 18 0 Lanes: 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 1295 0 1795 0 0 1924 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 1295 0 1795 0 0 1924 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 1295 0 1795 0 0 1924 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1795 0 0 1924 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1795 0 0 1924 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 1795 0 0 1924 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 3.00 0.00 0.00 3.00 0.00 Final Sat. : 0 0 0 0 0 1900 0 5187 0 0 5187 0 ------------I---------------11---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.00 0.00 0.37 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 0.93 0.00 Volume/Cap: 0.00 0:00 0.00 0.00 0.00 0.00 0.00 0.37 0.00 0.00 0.40 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 3 0 0 3 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:09 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.931 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 36.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 18 0 0 18 18 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 543 0 339 0 0 0 613 501 0 0 580 617 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 543 0 339 0 0 0 613 501 0 0 580 617 Added Vol: 0 0 -62 0 0 0 0 -81 0 0 -156 -107 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 543 0 277 0 0 0 613 420 0 0 424 510 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 543 0 277 0 0 0 613 420 0 0 424 510 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 543 0 277 0 0 0 613 420 0 0 424 510 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 Final Vol. : 543 0 277 0 0 0 613 420 0 0 424 510 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1805 0 1615 0 0 0 3502 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.17 0.00 0.00 0.00 0.18 0.12 0.00 0.00 0.12 0.32 Crit Moves: **** **** **** Green/Cycle: 0.32 0.00 0.32 0.00 0.00 0.00 0.19 0.53 0.00 0.00 0.34 0.34 Volume/Cap: 0.93 0.00 0.53 0.00 0.00 0.00 0.93 0.22 0.00 0.00 0.35 0.93 Delay/Veh: 48.1 0.0 23.2 0.0 0.0 0.0 52.0 10.2 0.0 0.0 20.0 48.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.1 0.0 23.2 0.0 0.0 0.0 52.0 10.2 0.0 0.0 20.0 48.3 LOS by Move: D A C A A A D B A A B D HCM2kAvgQ: 18 0 6 0 0 0 12 3 0 0 4 17 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:37 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.601 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.6 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 18 0 0 18 18 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 397 0 473 0 0 0 432 1131 0 0 726 460 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 397 0 473 0 0 0 432 1131 0 0 726 460 Added Vol: 0 0 -211 0 0 0 0 -272 0 0 -229 -168 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 397 0 262 0 0 0 432 859 0 0 497 292 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 397 0 262 0 0 0 432 859 0 0 497 292 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 397 0 262 0 0 0 432 859 0 0 497 292 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 397 0 262 0 0 0 432 859 0 0 497 292 ------------I---------------11---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1805 0 1615 0 0 0 3502 3610 0 0 3610 1615 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.16 0.00 0.00 0.00 0.12 0.24 0.00 0.00 0.14 0.18 Crit Moves: **** **** **** Green/Cycle: 0.32 0.00 0.32 0.00 0.00 0.00 0.18 0.48 0.00 0.00 0.30 0.30 Volume/Cap: 0.69 0.00 0.51 0.00 0.00 0.00 0.69 0.50 0.00 0.00 0.46 0.60 Delay/Veh: 21.2 0.0 17.4 0.0 0.0 0.0 26.2 10.9 0.0 0.0 17.4 20.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 21.2 0.0 17.4 0.0 0.0 0.0 26.2 10.9 0.0 0.0 17.4 20.1 LOS by Move: C A B A A A C B A A B C HCM2kAvgQ: 8 0 5 0 0 0 5 6 0 0 4 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:09 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.490 Loss Time (sec) : 4 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.2 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 18 0 0 18 18 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 2457 0 0 1813 1564 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 2457 0 0 1813 1564 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 2457 0 0 1813 1564 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 0 2457 0 0 1813 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 2457 0 0 1813 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 0 0 0 0 0 0 0 2457 0 0 1813 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat. : 0 0 0 0 0 0 0 5187 0 0 5187 1900 ------------I---------------11---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.47 0.00 0.00 0.35 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 0.00 0.97 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.49 0.00 0.00 0.36 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 3 0 0 2 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:37 Page 8-1 ----------------------------------------------------------=--------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.667 Loss Time (sec) : 4 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.4 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 18 0 0 18 18 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 3342 0 0 1924 1149 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 3342 0 0 1924 1149 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 3342 0 0 1924 1149 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 0 3342 0 0 1924 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 3342 0 0 1924 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 0 0 0 0 0 0 0 3342 0 0 1924 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat. : 0 0 0 0 0 0 0 5187 0 0 5187 1900 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.64 0.00 0.00 0.37 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 0.00 0.97 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0.38 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.2 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 6 0 0 2 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:10 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.808 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 29.1 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Min. Green: 28 28 28 0 0 0 10 19 19 10 19 19 Lanes: 1 0 1 0 1 0 0 0 0 0 2 0 3 0 1 1 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 85 200 41 0 0 0 326 2550 224 113 1698 863 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 200 41 0 0 0 326 2550 224 113 1698 863 Added Vol: -7 -10 0 0 0 0 0 0 -4 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 78 190 41 0 0 0 326 2550 220 113 1698 863 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 190 41 0 0 0 326 2550 220 113 1698 863 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 190 41 0 0 0 326 2550 220 113 1698 863 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 78 190 41 0 0 0 326 2550 220 113 1698 863 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 1.00 0.85 1.00 1.00 1.00 0.92 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 0.00 0.00 0.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1615 1900 1615 0 0 0 3502 5187 1615 1805 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.10 0.03 0.00 0.00 0.00 0.09 0.49 0.14 0.06 0.33 0.53 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.33 0.00 0.00 0.00 0.10 0.57 0.57 0.10 0.57 0.57 Volume/Cap: 0.21 0.43 0.08 0.00 0.00 0.00 0.94 0.86 0.24 0.65 0.58 0.94 Delay/Veh: 37.3 39.9 27.7 0.0 0.0 0.0 87.1 24.7 13.0 60.5 17.0 41.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.3 39.9 27.7 0.0 0.0 0.0 87.1 24.7 13.0 60.5 17.0 41.3 LOS by Move: D D C A A A F C B E B D HCM2kAvgQ: 2 6 1 0 0 0 10 31 4 5 15 34 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:37 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.882 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 45.1 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Min. Green: 28 28 28 0 0 0 10 19 19 10 19 19 Lanes: 1 0 1 0 1 0 0 0 0 0 2 0 3 0 1 1 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 95 100 233 0 0 0 670 2513 241 116 1313 883 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 100 233 0 0 0 670 2513 241 116 1313 883 Added Vol: -5 -4 0 0 0 0 0 0 -18 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 90 96 233 0 0 0 670 2513 223 116 1313 883 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 90 96 233 0 0 0 670 2513 223 116 1313 883 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 90 96 233 0 0 0 670 2513 223 116 1313 883 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 90 96 233 0 0 0 670 2513 223 116 1313 883 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 1.00 0.85 1.00 1.00 1.00 0.92 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 0.00 0.00 0.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1615 1900 1615 0 0 0 3502 5187 1615 1805 5187 1615 ------------I-------------7-II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.05 0.14 0.00 0.00 0.00 0.19 0.48 0.14 0.06 0.25 0455 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.33 0.00 0.00 0.00 0.17 0.57 0.57 0.10 0.49 0.49 Volume/Cap: 0.24 0.22 0.44 0.00 0.00 0.00 1.11 0.85 0.24 0.66 0.51 1.11 Delay/Veh: 37.7 37.4 31.9 0.0 0.0 0.0 119.2 24.2 13.1 60.9 20.8 95.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.7 37.4 31.9 0.0 0.0 0.0 119.2 24.2 13.1 60.9 20.8 95.8 LOS by Move: D D C A A A F C B E C F HCM2kAvgQ: 3 3 7 0 0 0 20 30 4 5 12 47 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:10 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.900 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 39.2 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 10 15 15 10 15 15 10 18 18 10 18 18 Lanes: 1 0 1 0 1 2 0 1 0 2 2 0 3 0 1 2 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 126 92 384 93 207 924 984 1226 129 220 1634 436 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 92 384 93 207 924 984 1226 129 220 1634 436 Added Vol: 0 -19 -9 0 -10 0 0 0 0 -3 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 126 73 375 93 197 924 984 1226 129 217 1634 436 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 73 375 93 197 924 984 1226 129 217 1634 436 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 73 375 93 197 924 984 1226 129 217 1634 436 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 126 73 375 93 197 924 984 1226 129 217 1634 436 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 1.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 1900 1615 3502 1900 2842 3502 5187 1615 3502 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.04 0.23 0.03 0.10 0.33 0.28 0.24 0.08 0.06 0.32 0.27 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.14 0.31 0.09 0.14 0.43 0.30 0.45 0.45 0.17 0.33 0.42 Volume/Cap: 0.77 0.28 0.75 0.29 0.76 0.75 0.95 0.52 0.18 0.36 0.95 0.64 Delay/Veh: 68.3 43.3 40.2 47.2 58.1 28.9 55.2 21.8 18.0 40.3 47.9 27.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 68.3 43.3 40.2 47.2 58.1 28.9 55.2 21.8 18.0 40.3 47.9 27.2 LOS by Move: E D D D E C E C B D D C HCM2kAvgQ: 6 2 13 2 8 16 22 11 3 4 25 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Sun Apr 29, 2007 09:42:24 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.988 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 50.1 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 10 15 15 10 15 15 10 18 18 10 18 18 Lanes: 1 0 1 0 1 2 0 1 0 2 2 0 3 0 1 2 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 202 185 517 584 158 882 734 1495 147 291 1164 529 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 202 185 517 584 158 882 734 1495 147 291 1164 529 Added Vol: 0 -29 -5 0 -35 0 0 0 0 -10 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 156 512 584 123 882 734 1495 147 281 1164 529 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 202 156 512 584 123 882 734 1495 147 281 1164 529 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 156 512 584 123 882 734 1495 147 281 1164 529 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 202 156 512 584 123 882 734 1495 147 281 1164 529 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 1.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 1900 1615 3502 1900 2842 3502 5187 1615 3502 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.08 0.32 0.17 0.06 0.31 0.21 0.29 0.09 0.08 0.22 0.33 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.22 0.33 0.17 0.22 0.43 0.21 0.33 0.33 0.11 0.23 0.40 Volume/Cap: 0.65 0.37 0.95 0.99 0.29 0.72 0.99 0.87 0.28 0.74 0.99 0.83 Delay/Veh: 45.2 34.9 61.0 77.4 34.5 26.6 71.2 38.4 26.2 52.6 63.7 37.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.2 34.9 61.0 77.4 34.5 26.6 71.2 38.4 26.2 52.6 63.7 37.3 LOS by Move: D C E E C C E D C D E D HCM2kAvgQ: 7 4 21 15 3 14 18 20 4 6 19 18 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:10 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.533 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 21.1 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 867 369 0 0 72 330 392 0 448 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 867 369 0 0 72 330 392 0 448 0 0 0 Added Vol: -232 -13 0 0 -11 -30 -8 0 -135 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 635 356 0 0 61 300 384 0 313 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 635 356 0 0 61 300 384 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 635 356 0 0 61 300 384 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 635 356 0 0 61 300 384 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 1900 0 0 1900 1615 1805 0 1900 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.19 0.00 0.00 0.03 0.19 0.21 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.25 0.50 0.00 0.00 0.25 0.25 0.30 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.72 0.37 0.00 0.00 0.13 0.74 0.72 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 23.3 9.4 0.0 0.0 17.6 28.0 23.5 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 23.3 9.4 0.0 0.0 17.6 28.0 23.5 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A B C C A A A A A HCM2kAvgQ: 7 4 0 0 1 7 8 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:38 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.783 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 25.2 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 691 393 0 0 620 495 482 0 1122 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 691 393 0 0 620 495 482 0 1122 0 0 0 Added Vol: -380 -27 0 0 -28 -17 -33 0 -450 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 311 366 0 0 592 478 449 0 672 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 311 366 0 0 592 478 449 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 311 366 0 0 592 478 449 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 311 366 0 0 592 478 449 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 1900 0 0 1900 1615 1805 0 1900 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.19 0.00 0.00 0.31 0.30 0.25 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.14 0.52 0.00 0.00 0.38 0.38 0.30 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.62 0.37 0.00 0.00 0.82 0.78 0.82 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 30.6 10.0 0.0 0.0 26.7 25.2 31.9 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 30.6 10.0 0.0 0.0 26.7 25.2 31.9 0.0 0.0 0.0 0.0 0.0 LOS by Move: C B A A C C C A A A A A HCM2kAvgQ: 4 5 0 0 14 11 12 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Sun Apr 29, 2007 09:36:16 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.372 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 635 119 229 291 0 0 0 0 215 0 601 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 635 119 229 291 0 0 0 0 215 0 601 Added Vol: 0 -1 -25 -143 -3 0 0 0 0 -39 0 -244 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 634 94 86 288 0 0 0 0 176 0 357 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00.1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 634 94 86 288 0 0 0 0 176 0 357 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 634 94 86 288 0 0 0 0 176 0 357 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 634 94 86 288 0 0 0 0 176 0 357 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.06 0.02 0.08 0.00 0.00 0.00 0.00 0.10 0.00 0.22 Crit Moves: **** **** **** Green/Cycle: 0.00 0.28 0.28 0.17 0.45 0.00 0.00 0.00 0.00 0.35 0.00 0.52 Volume/Cap: 0.00 0.63 0.21 0.15 0.18 0.00 0.00 0.00 0.00 0.28 0.00 0.43 Delay/Veh: 0.0 20.1 16.7 21.5 10.0 0.0 0.0 0.0 0.0 14.2 0.0 9.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 20.1 16.7 21.5 10.0 0.0 0.0 0.0 0.0 14.2 0.0 9.2 LOS by Move: A C B C B A A A A B A A HCM2kAvgQ: 0 6 1 1 2 0 0 0 0 2 0 4 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:38 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.712 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 19.1 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 683 555 625 1117 0 0 0 0 520 0 401 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 683 555 625 1117 0 0 0 0 520 0 401 Added Vol: 0 -3 -84 -476 -1 0 0 0 0 -75 0 -404 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 680 471 149 1116 0 0 0 0 445 0 -3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 680 471 149 1116 0 0 0 0 445 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 680 471 149 1116 0 0 0 0 445 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 0 680 471 149 1116 0 0 0 0 445 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 1.00 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1900 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.29 0.04 0.31 0.00 0.00 0.00 0.00 0.25 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.36 0.36 0.15 0.51 0.00 0.00 0.00 0.00 0.30 0.00 0.00 Volume/Cap: 0.00 0.53 0.81 0.28 0.60 0.00 0.00 0.00 0.00 0.81 0.00 0.00 Delay/Veh: 0.0 16.9 27.5 24.6 11.8 0.0 0.0 0.0 0.0 30.1 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 16.9 27.5 24.6 11.8 0.0 0.0 0.0 0.0 30.1 0.0 0.0 LOS by Move: A B C C B A A A A C A A HCM2kAvgQ: 0 6 11 2 9 0 0 0 0 11 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:11 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.444 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 225 165 157 323 0 0 0 0 482 0 318 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 225 165 157 323 0 0 0 0 482 0 318 Added Vol: 0 -26 -3 0 -42 0 0 0 0 -9 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 199 162 157 281 0 0 0 0 473 0 318 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 199 162 157 281 0 0 0 0 473 0 318 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 199 162 157 281 0 0 0 0 473 0 318 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 199 162 157 281 0 0 0 0 473 0 318 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.10 0.04 0.08 0.00 0.00 0.00 0.00 0.26 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.00 0.23 0.66 0.15 0.38 0.00 0.00 0.00 0.00 0.43 0.00 0..43 Volume/Cap: 0.00 0.24 0.15 0.29 0.20 0.00 0.00 0.00 0.00 0.61 0.00 0.46 Delay/Veh: 0.0 20.5 4.2 24.7 13.4 0.0 0.0 0.0 0.0 15.7 0.0 13.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 20.5 4.2 24.7 13.4 0.0 0.0 0.0 0.0 15.7 0.0 13.6 LOS by Move: A C A C B A A A A B A B HCM2kAvgQ: 0 2 1 2 2 0 0 0 0 8 0 5 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:38 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.703 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.4 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Permitted Protected Split Phase Split Phase Rights: Ov1 Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 763 637 543 827 0 0 0 0 403 0 317 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 763 637 543 827 0 0 0 0 403 0 317 Added Vol: 0 -88 -10 0 -76 0 0 0 0 -5 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 675 627 543 751 0 0 0 0 398 0 317 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 675 627 543 751 0 0 0 0 398 0 317 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 675 627 543 751 0 0 0 0 398 0 317 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 675 627 543 751 0 0 0 0 398 0 317 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.39 0.16 0.21 0.00 0.00 0.00 0.00 0.22 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.00 0.27 0.58 0.22 0.49 0.00 0.00 0.00 0.00 0.31 0.00 0.31 Volume/Cap: 0.00 0.70 0.67 0.70 0.43 0.00 0.00 0.00 0.00 0.70 0.00 0.63 Delay/Veh: 0.0 22.3 10.6 24.5 10.2 0.0 0.0 0.0 0.0 22.1 0.0 20.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 22.3 10.6 24.5 10.2 0.0 0.0 0.0 0.0 22.1 0.0 20.1 LOS by Move: A C B C B A A A A C A C HCM2kAvgQ: 0 7 9 6 5 0 0 0 0 8 0 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:11 Page 14-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.245 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 12.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 2 0 0 0 1 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 104 0 0 273 532 286 0 42 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 104 0 0 273 532 286 0 42 0 0 0 Added Vol: 0 -10 0 0 -19 -31 -18 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 88 94 0 0 254 501 268 0 42 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 94 0 0 254 501 268 0 42 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 94 0 0 254 501 268 0 42 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 88 94 0 0 254 501 268 0 42 0 0 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3610 1615 3502 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.03 0.00 0.00 0.07 0.31 0.08 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.20 0.49 0.00 0.00 0.29 0.60 0.31 0.00 0.31 0.00 0.00 0.00 Volume/Cap: 0.24 0.05 0.00 0.00 0.24 0.52 0.24 0.00 0.08 0.00 0.00 0.00 Delay/Veh: 20.6 8.1 0.0 0.0 16.5 7.4 15.5 0.0 14.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.6 8.1 0.0 0.0 16.5 7.4 15.5 0.0 14.6 0.0 0.0 0.0 LOS by Move: C A A A B A B A B A A A HCM2kAvgQ: 2 0 0 0 2 6 2 0 1 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:38 Page 14-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.526 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 14.5 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 2 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II--------------- I Volume Module: Base Vol: 112 410 0 0 397 833 990 0 230 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 410 0 0 397 833 990 0 230 0 0 0 Added Vol: 0 -35 0 0 -29 -53 -62 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 112 375 0 0 368 780 928 0 230 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 112 375 0 0 368 780 928 0 230 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 375 0 0 368 780 928 0 230 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 112 375 0 0 368 780 928 0 230 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3610 1615 3502 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.00 0.00 0.10 0.48 0.27 0.00 0.14 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.15 0.38 0.00 0.00 0.23 0.66 0.43 0.00 0.43 0.00 0.00 0.00 Volume/Cap: 0.40 0.27 0.00 0.00 0.44 0.73 0.62 0.00 0.33 0.00 0.00 0.00 Delay/Veh: 25.8 13.8 0.0 0.0 21.8 9.8 15.1 0.0 12.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 25.8 13.8 0.0 0.0 21.8 9.8 15.1 0.0 12.6 0.0 0.0 0.0 LOS by Move: C B A A C A B A B A A A HCM2kAvgQ: 2 3 0 0 4 12 8 0 3 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:11 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.674 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 23.7 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 189 504 10 6 1189 54 51 4 231 35 11 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 504 10 6 1189 54 51 4 231 35 11 4 Added Vol: -10 0 0 0 0 0 0 0 -19 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 179 504 10 6 1189 54 51 4 212 35 11 4 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 179 504 10 6 1189 54 51 4 212 35 11 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 504 10 6 1189 54 51 4 212 35 11 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 179 504 10 6 1189 54 51 4 212 35 11 4 ------------I---------------II---------------II---------------II----------=----I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.94 0.94 0.76 0.85 0.85 0.50 0.96 0.96 Lanes: 1.00 1.96 0.04 1.00 1.91 0.09 1.00 0.02 0.98 1.00 0.73 0.27 Final Sat. : 1805 3529 70 1805 3432 156 1436 30 1591 944 1338 486 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.14 0.14 0.00 0.35 0.35 0.04 0.13 0.13 0.04 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.13 0.38 0.38 0.21 0.46 0.46 0.27 0.27 0.27 0.27 0.27 0.27 Volume/Cap: 0.76 0.38 0.38 0.02 0.76 0.76 0.13 0.49 0.49 0.14 0.03 0.03 Delay/Veh: 48.8 19.3 19.3 26.6 21.2 21.2 23.6 27.0 27.0 23.7 22.8 22.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.8 19.3 19.3 26.6 21.2 21.2 23.6 27.0 27.0 23.7 22.8 22.8 LOS by Move: D B B C C C C C C C C C HCM2kAvgQ: 6 5 5 0 16 16 1 5 5 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:28:38 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.940 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 39.2 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 417 1070 71 8 1047 59 124 42 457 42 14 6 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 417 1070 71 8 1047 59 124 42 457 42 14 6 Added Vol: -35 0 0 0 0 0 0 0 -29 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 382 1070 71 8 1047 59 124 42 428 42 14 6 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 1070 71 8 1047 59. 124 42 428 42 14 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 1070 71 8 1047 59 124 42 428 42 14 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 382 1070 71 8 1047 59 124 42 428 42 14 6 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0:94 0.94 0.75 0.86 0.86 0.17 0.96 0.96 Lanes: 1.00 1.88 0.12 1.00 1.89 0.11 1.00 0.09 0.91 1.00 0.70 0.30 Final Sat. : 1805 3355 223 1805 3390 191 1429 147 1493 325 1270 544 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.32 0.32 0.00 0.31 0.31 0.09 0.29 0.29 0.13 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.23 0.40 0.40 0.15 0.33 0.33 0.31 0.31 0.31 0.31 0.31 0.31 Volume/Cap: 0.94 0.79 0.79 0.03 0.94 0.94 0.28 0.94 0.94 0.42 0.04 0.04 Delay/Veh: 62.1 25.1 25.1 30.9 41.9 41.9 22.8 54.7 54.7 26.5 20.8 20.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.1 25.1 25.1 30.9 41.9 41.9 22.8 54.7 54.7 26.5 20.8 20.8 LOS by Move: E C C C D D C D D C C C HCM2kAvgQ: 14 16 16 0 20 20 3 17 17 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Sun Apr 29, 2007 09:56:41 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.778 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 49.6 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Ovl Ovl Ovl Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 2 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 437 146 307 553 121 781 313 1589 555 822 2159 244 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 437 146 307 553 121 781 313 1589 555 822 2159 244 Added Vol: 0 0 0 -19 0 0 0 0 0 0 0 -10 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 437 146 307 534 121 781 313 1589 555 822 2159 234 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 437 146 307 534 121 781 313 1589 555 822 2159 234 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 437 146 307 534 121 781 313 1589 555 822 2159 234 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 437 146 307 534 121 781 313 1589 555 822 2159 234 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 2.00 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat. : 3800 3800 3800 3800 3800 3800 3800 5700 1900 3800 7600 1900 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.04 0.08 0.14 0.03 0.21 0.08 0.28 0.29 0.22 0.28 0.12 Crit Moves **** **** **** **** Green/Cycle: 0.12 0.23 0.44 0.14 0.24 0.36 0.11 0.28 0.41 0.22 0.39 0.39 Volume/Cap: 0.93 0.17 0.18 0.99 0.13 0.58 0.73 0.99 0.72 0.99 0.74 0.32 Delay/Veh: 76.5 37.6 20.3 87.6 35.6 31.9 57.5 63.1 33.3 75.6 32.5 26.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 76.5 37.6 20.3 87.6 35.6 31.9 57.5 63.1 33.3 75.6 32.5 26.0 LOS by Move: E D C F D C E E C E C C HCM2kAvgQ: 11 2 3 15 2 12 7 25 18 21 18 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Sun Apr 29, 2007 09:43:56 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.767 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 49.3 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Ovl Ovl Ovl Include Min. Green: 10 10 10 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 2 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 454 320 601 739 212 595 782 2009 551 371 2024 456 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 320 601 739 212 595 782 2009 551 371 2024 456 Added Vol: 0 0 0 -29 0 0 0 0 0 0 0 -35 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 454 320 601 710 212 595 782 2009 551 371 2024 421 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 454 320 601 710 212 595 782 2009 551 371 2024 421 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 454 320 601 710 212 595 782 2009 551 371 2024 421' PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 454 320 601 710 212 595 782 2009 551 371 2024 421 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Lanes: 2.00 2.00 2.00 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat. : 3610 3800 3230 3610 3800 3230 3610 5700 1615 3610 7600 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.08 0.19 0.20 0.06 0.18 0.22 0.35 0.34 0.10 0.27 0.26 Crit Moves• **** **** **** **** Green/Cycle: 0.13 0.11 0.22 0.25 0.23 0.45 0.23 0.39 0.53 0.11 0.28 0.28 Volume/Cap: 0.95 0.79 0.84 0.79 0.25 0.41 0.95 0.89 0.65 0.89 0.95 0.93 Delay/Veh: 80.2 61.9 53.2 46.6 38.3 22.2 65.5 39.1 22.2 73.5 52.3 67.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 AdjDel/Veh: 80.2 61.9 53.2 46.6 38.3 22.2 65.5 39.1 22.2 73.5 52.3 67.5 LOS by Move: F E D D D C E D C E D E HCM2kAvgQ: 12 8 13 14 3 7 19 26 15 10 23 19 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA General Plan Buildout With Project Default Scenario Sun Apr 29, 2001 09:46:46 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.892 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 2 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 1242 820 928 2460 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1242 820 928 2460 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 1242 820 928 2461 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1242 820 928 2461 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1242 820 928 2461 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 1242 820 928 2461 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 0 0 0 0 5187 1615 3502 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.51 0.27 0.47 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.57 0.30 0.87 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.42 0.89 0.89 0.55 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 22.2 30.0 1.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 22.2 30.0 1.2 0.0 LOS by Move: A A A A A A A A C C A A HCM2kAvgQ: 0 0 0 0 0 0 0 5 18 13 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:48:22 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.903 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 2 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 1682 953 708 2472 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1682 953 708 2472 0 Added Vol: 0 0 0 0 0 0 0 1 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 1683 953 708 2473 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1683 953 708 2473 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1683 953 708 2473 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 1683 953 708 2473 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 0 0 0 0 5187 1615 3502 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.59 0.20 0.48 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.65 0.65 0.22 0.88 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.90 0.90 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 20.4 38.3 1.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 20.4 38.3 1.1 0.0 LOS by Move: A A A A A A A A C D A A HCM2kAvgQ: 0 0 0 0 0 0 0 7 21 11 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:46:46 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.611 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.9 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 410 0 505 0 704 395 345 778 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 410 0 505 0 704 395 345 778 0 Added Vol: 0 0 0 -22 0 0 0 -7 0 28 9 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 388 0 505 0 697 395 373 787 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 388 0 505 0 697 395 373 787 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 388 0 505 0 697 395 373 787 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 388 0 505 0 697 395 373 787 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 0.90 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.43 0.00 1.57 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2441 0 2664 0 3610 1615 3502 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.16 0.00 0.19 0.00 0.19 0.24 0.11 0.22 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.00 0.32 0.32 0.17 0.49 0.00 Volume/Cap: 0.00 0.00 0.00 0.51 0.00 0.61 0.00 0.61 0.77 0.61 0.44 0.00 Delay/Veh: 0.0 0.0 0.0 17.2 0.0 18.4 0.0 18.4 25.9 24.7 10.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 17.2 0.0 18.4 0.0 18.4 25.9 24.7 10.2 0.0 LOS by Move: A A A B A B A B C C B A HCM2kAvgQ: 0 0 0 5 0 6 0 7 9 4 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:48:22 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.732 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 867 0 343 0 696 450 286 837 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 867 0 343 0 696 450 286 837 0 Added Vol: 0 0 0 -57 0 0 0 -19 0 -88 -29 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 810 0 343 0 677 450 198 808 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 810 0 343 0 677 450 198 808 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 810 0 343 0 677 450 198 808 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 810 0 343 0 677 450 198 808 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.92 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.70 0.00 1.30 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2984 0 2274 0 3610 1615 3502 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.27 0.00 0.15 0.00 0.19 0.28 0.06 0.22 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.34 0.00 0.34 0.00 0.35 0.35 0.14 0.49 0.00 Volume/Cap: 0.00 0.00 0.00 0.80 0.00 0.45 0.00 0.54 0.80 0.40 0.46 0.00 Delay/Veh: 0.0 0.0 0.0 24.4 0.0 18.2 0.0 18.8 28.8 27.8 11.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 24.4 0.0 18.2 0.0 18.8 28.8 27.8 11.9 0.0 LOS by Move: A A A C A B A B C C B A HCM2kAvgQ: 0 0 0 12 0 5 0 7 11 2 6 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:46:46 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.374 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.4 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 18 0 0 18 0 Lanes: 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 624 0 1611 0 0 1813 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 624 0 1611 0 0 1813 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 624 0 1611 0 0 1813 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1611 0 0 1813 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1611 0 0 1813 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 1611 0 0 1813 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 3.00 0.00 0.00 3.00 0.00 Final Sat. : 0 0 0 0 0 1900 0 5187 0 0 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.31 0.00 0.00 0.35 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 0.93 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.33 0.00 0.00 0.37 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.5 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 2 0 0 3 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:48:22 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.397 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.5 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 18 0 0 18 0 Lanes: 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 1295 0 1795 0 0 1924 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 1295 0 1795 0 0 1924 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 1295 0 1795 0 0 1924 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1795 0 0 1924 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1795 0 0 1924 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 1795 0 0 1924 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 3.00 0.00 0.00 3.00 0.00 Final Sat. : 0 0 0 0 0 1900 0 5187 0 0 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.00 0.00 0.37 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 0.93 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.37 0.00 0.00 0.40 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 3 0 0 3 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0113 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Sun Apr 29, 2007 09:52:26 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.994 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 48.4 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 18 0 0 18 18 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 543 0 339 0 0 0 613 501 0 0 580 617 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 543 0 339 0 0 0 613 501 0 0 580 617 Added Vol: 0 0 -22 0 0 0 0 -29 0 0 37 27 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 543 0 317 0 0 0 613 472 0 0 617 644 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 543 0 317 0 0 0 613 472 0 0 617 644 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 543 0 317 0 0 0 613 472 0 0 617 644 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 543 0 317 0 0 0 613 472 0 0 617 644 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1805 0 1615 0 0 0 3502 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.20 0.00 0.00 0.00 0.18 0.13 0.00 0.00 0.17 0.40 Crit Moves: **** **** **** Green/Cycle: 0.30 0.00 0.30 0.00 0.00 0.00 0.18 0.58 0.00 0.00 0.40 0.40 Volume/Cap: 0.99 0.00 0.65 0.00 0.00 0.00 0.99 0.23 0.00 0.00 0.43 0.99 Delay/Veh: 71.6 0.0 33.3 0.0 0.0 0.0 75.8 10.3 0.0 0.0 21.8 63.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 71.6 0.0 33.3 0.0 0.0 0.0 75.8 10.3 0.0 0.0 21.8 63.6 LOS by Move: E A C A A A E B A A C E HCM2kAvgQ: 23 0 9 0 0 0 15 4 0 0 7 27 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:48:22 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.688 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 19.8 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 18 0 0 18 18 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 397 0 473 0 0 0 432 1131 0 0 726 460 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 397 0 473 0 0 0 432 1131 0 0 726 460 Added Vol: 0 0 -56 0 0 0 0 -76 0 0 -117 -89 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 397 0 417 0 0 0 432 1055 0 0 609 371 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 397 0 417 0 0 0 432 1055 0 0 609 371 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 397 0 417 0 0 0 432 1055 0 0 609 371 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 397 0 417 0 0 0 432 1055 0 0 609 371 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1805 0 1615 0 0 0 3502 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.26 0.00 0.00 0.00 0.12 0.29 0.00 0.00 0.17 0.23 Crit Moves: **** **** **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.17 0.47 0.00 0.00 0.30 0.30 Volume/Cap: 0.66 0.00 0.77 0.00 0.00 0.00 0.74 0.63 0.00 0.00 0.56 0.77 Delay/Veh: 19.8 0.0 24.9 0.0 0.0 0.0 28.8 12.8 0.0 0.0 18.4 26.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 19.8 0.0 24.9 0.0 0.0 0.0 28.8 12.8 0.0 0.0 18.4 26.3 LOS by Move: B A C A A A C B A A B C HCM2kAvgQ: 7 0 9 0 0 0 6 9 0 0 6 8 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:46:46 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.490 Loss Time (sec) : 4 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.2 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 18 0 0 18 18 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 2457 0 0 1813 1564 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 2457 0 0 1813 1564 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 2457 0 0 1813 1564 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 0 2457 0 0 1813 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 2457 0 0 1813 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 0 0 0 0 0 0 0 2457 0 0 1813 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat. : 0 0 0 0 0 0 0 5187 0 0 5187 1900 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.47 0.00 0.00 0.35 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 0.00 0.97 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.49 0.00 0.00 0.36 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 3 0 0 2 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:48:23 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.667 Loss Time (sec) : 4 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.4 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 18 0 0 18 18 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 3342 0 0 1924 1149 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 3342 0 0 1924 1149 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 3342 0 0 1924 1149 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 0 3342 0 0 1924 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 3342 0 0 1924 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 0 0 0 0 0 0 0 3342 0 0 1924 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat. : 0 0 0 0 0 0 0 5187 0 0 5187 1900 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.64 0.00 0.00 0.37 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 0.00 0.97 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0.38 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.2 0.0 LOS by move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 6 0 0 2 0 Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:46:46 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.815 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 29.2 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Min. Green: 28 28 28 0 0 0 10 19 19 10 19 19 Lanes: 1 0 1 0 1 0 0 0 0 0 2 0 3 0 1 1 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 85 200 41 0 0 0 326 2550 224 113 1698 863 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 200 41 0 0 0 326 2550 224 113 1698 863 Added Vol: 1 1 0 0 0 0 0 0 1 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 86 201 41 0 0 0 326 2550 225 113 1698 863 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 201 41 0 0 0 326 2550 225 113 1698 863 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 201 41 0 0 0 326 2550 225 113 1698 863 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 86 201 41 0 0 0 326 2550 225 113 1698 863 -------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 1.00 0.85 1.00 1.00 1.00 0.92 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 0.00 0.00 0.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1615 1900 1615 0 0 0 3502 5187 1615 1805 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.11 0.03 0.00 0.00 0.00 0.09 0.49 0.14 0.06 0.33 0.53 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.33 0.00 0.00 0.00 0.10 0.57 0.57 0.10 0.57 0.57 Volume/Cap: 0.23 0.45 0.08 0.00 0.00 0.00 0.94 0.86 0.24 0.65 0.58 0.94 Delay/Veh: 37.6 40.2 27.7 0.0 0.0 0.0 87.1 24.7 13.0 60.5 17.0 41.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 37.6 40.2 27.7 0.0 0.0 0.0 87.1 24.7 13.0 60.5 17.0 41.3 LOS by Move: D D C A A A F C B E B D HCM2kAvgQ: 3 7 1 0 0 0 10 31 4 5 15 34 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Sun Apr 29, 2007 09:53:31 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 115 Critical Vol./Cap. (X) : 0.890 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 47.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Min. Green: 28 28 28 0 0 0 10 19 19 10 19 19 Lanes: 1 0 1 0 1 0 0 0 0 0 2 0 3 0 1 1 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 95 100 233 0 0 0 670 2513 241 116 1313 883 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 100 233 0 0 0 670 2513 241 116 1313 883 Added Vol: 1 1 0 0 0 0 0 0 2 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 96 101 233 0 0 0 670 2513 243 116 1313 883 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 96 101 233 0 0 0 670 2513 243 116 1313 883 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 101 233 0 0 0 670 2513 243 116 1313 883 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 96 101 233 0 0 0 670 2513 243 116 1313 883 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 1.00 0.85 1.00 1.00 1.00 0.92 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 0.00 0.00 0.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1615 1900 1615 0 0 0 3502 5187 1615 1805 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.05 0.14 0.00 0.00 0.00 0.19 0.48 0.15 0.06 0.25 0.55 Crit Moves: **** **** **** Green/Cycle: 0.24 0.24 0.34 0.00 0.00 0.00 0.17 0.55 0.55 0.10 0.48 0.48 Volume/Cap: 0.24 0.22 0.42 0.00 0.00 0.00 1.13 0.88 0.27 0.65 0.52 1.13 Delay/Veh: 35.3 35.0 29.5 0.0 0.0 0.0 126.7 25.7 13.7 57.9 20.8 104.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.3 35.0 29.5 0.0 0.0 0.0 126.7 25.7 13.7 57.9 20.8 104.7 LOS by Move: D C C A A A F C B E C F HCM2kAvgQ: 3 3 6 0 0 0 21 31 4 5 12 47 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:46:46 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.912 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 40.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 10 15 15 10 15 15 10 18 18 10 18 18 Lanes: 1 0 1 0 1 2 0 1 0 2 2 0 3 0 1 2 0 3 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 126 92 384 93 207 924 984 1226 129 220 1634 436 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 92 384 93 207 924 984 1226 129 220 1634 436 Added Vol: 0 5 1 0 -4 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 126 97 385 93 203 924 984 1226 129 220 1634 436 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 97 385 93 203 924 984 1226 129 220 1634 436 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 97 385 93 203 924 984 1226 129 220 1634 436 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 126 97 385 93 203 924 984 1226 129 220 1634 436 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 1.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 1900 1615 3502 1900 2842 3502 5187 1615 3502 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.05 0.24 0.03 0.11 0.33 0.28 0.24 0.08 0.06 0.32 0.27 Crit Moves: **** **** **** - **** Green/Cycle: 0.10 0.14 0.32 0.10 0.14 0.43 0.29 0.43 0.43 0.18 0.32 0.42 Volume/Cap: 0.73 0.36 0.75 0.28 0.75 0.76 0.98 0.54 0.18 0.36 0.98 0.65 Delay/Veh: 61.2 41.5 38.1 44.6 54.1 28.0 60.1 22.3 18.4 38.5 52.2 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 61.2 41.5 38.1 44.6 54.1 28.0 60.1 22.3 18.4 38.5 52.2 26.6 LOS by Move: E D D D D C E C B D D C HCM2kAvgQ: 6 3 13 2 8 16 22 11 3 3 25 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Sun Apr 29, 2007 09:54:18 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.981 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 50.4 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 10 15 15 10 15 15 10 18 18 10 18 18 Lanes: 1 0 1 0 1 2 0 1 0 2 2 0 3 0 1 2 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 202 185 517 584 158 882 734 1495 147 291 1164 529 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 202 185 517 584 158 882 734 1495 147 291 1164 529 Added Vol: 0 -15 1 0 -9 0 0 0 0 1 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 170 518 584 149 882 734 1495 147 292 1164 529 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 202 170 518 584 149 882 734 1495 147 292 1164 529 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 170 518 584 149 882 734 1495 147 292 1164 529 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 202 170 518 584 149 882 734 1495 147 292 1164 529 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 1.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 1900 1615 3502 1900 2842 3502 5187 1615 3502 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.09 0.32 0.17 0.08 0.31 0.21 0.29 0.09 0.08 0.22 0.33 Crit Moves **** **** **** **** Green/Cycle: 0.18 0.23 0.34 0.17 0.22 0.44 0.21 0.34 0.34 0.11 0.23 0.40 Volume/Cap: 0.61 0.38 0.94 0.98 0.35 0.71 0.98 0.86 0.27 0.79 0.98 0.82 Delay/Veh: 44.8 36.0 60.0 77.4 36.6 27.4 71.1 38.5 26.9 58.5 63.7 37.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 44.8 36.0 60.0 77.4 36.6 27.4 71.1 38.5 26.9 58.5 63.7 37.9 LOS by Move: D D E E D C E D C E E D HCM2kAvgQ: 7 5 22 15 4 15 18 20 4 7 20 18 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:46:46 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.636 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 27.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 867 369 0 0 72 330 392 0 448 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 867 369 0 0 72 330 392 0 448 0 0 0 Added Vol: 60 4 0 0 -3 4 1 0 -52 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 927 373 0 0 69 334 393 0 396 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 927 373 0 0 69 334 393 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 927 373 0 0 69 334 393 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 927 373 0 0 69 334 393 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 1900 0 0 1900 1615 1805 0 1900 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.26 0.20 0.00 0.00 0.04 0.21 0.22 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.32 0.55 0.00 0.00 0.23 0.23 0.26 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.83 0.36 0.00 0.00 0.16 0.90 0.83 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 25.5 8.3 0.0 0.0 20.1 47.4 33.8 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.5 8.3 0.0 0.0 20.1 47.4 33.8 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A C D C A A A A A HCM2kAvgQ: 12 4 0 0 1 10 10 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:48:23 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.878 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 32.2 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 691 393 0 0 620 495 482 0 1122 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 691 393 0 0 620 495 482 0 1122 0 0 0 Added Vol: -208 -15 0 0 -10 2 3 0 -136 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 483 378 0 0 610 497 485 0 986 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 483 378 0 0 610 497 485 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 483 378 0 0 610 497 485 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 483 378 0 0 610 497 485 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 1900 0 0 1900 1615 1805 0 1900 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.20 0.00 0.00 0.32 0.31 0.27 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.16 0.52 0.00 0.00 0.37 0.37 0.31 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.88 0.38 0.00 0.00 0.88 0.84 0.88 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 43.7 10.2 0.0 0.0 33.0 30.9 37.9 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.7 10.2 0.0 0.0 33.0 30.9 37.9 0.0 0.0 0.0 0.0 0.0 LOS by Move: D B A A C C D A A A A A HCM2kAvgQ: 9 5 0 0 16 13 14 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:46:46 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.796 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.1 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 635 119 229 291 0 0 0 0 215 0 601 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 635 119 229 291 0 0 0 0 215 0 601 Added Vol: 0 0 -11 -56 0 0 0 0 0 12 0 64 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 635 108 173 291 0 0 0 0 227 0 665 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 635 108 173 291 0 0 0 0 227 0 665 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 635 108 173 291 0 0 0 0 227 0 665 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 635 108 173 291 0 0 0 0 227 0 665 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------I---=-----------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.07 0.05 0.08 0.00 0.00 0.00 0.00 0.13 0.00 0.41 Crit Moves: **** **** **** Green/Cycle: 0.00 0.25 0.25 0.17 0.42 0.00 0.00 0.00 0.00 0.38 0.00 0.55 Volume/Cap: 0.00 0.70 0.27 0.30 0.19 0.00 0.00 0.00 0.00 0.33 0.00 0.75 Delay/Veh: 0.0 23.0 18.4 22.2 11.2 0.0 0.0 0.0 0.0 13.3 0.0 13.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 23.0 18.4 22.2 11.2 0.0 0.0 0.0 0.0 13.3 0.0 13.9 LOS by Move: A C B C B A A A A B A B HCM2kAvgQ: 0 7 2 2 2 0 0 0 0 3 0 11 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:48:23 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.906 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 24.0 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 683 555 625 1117 0 0 0 0 520 0 401 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 683 555 625 1117 0 0 0 0 520 0 401 Added Vol: 0 0 -30 -146 0 0 0 0 0 -45 0 -223 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 683 525 479 1117 0 0 0 0 475 0 178 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 683 525 479 1117 0 0 0 0 475 0 178 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 683 525 479 1117 0 0 0 0 475 0 178 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 683 525 479 1117 0 0 0 0 475 0 178 ------------I---------------II---------------II--------------- II--------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.33 0.14 0.31 0.00 0.00 0.00 0.00 0.26 0.00 0.11 Crit Moves: **** **** **** Green/Cycle: 0.00 0.35 0.35 0.17 0.52 0.00 0.00 0.00 0.00 0.28 0.00 0.45 Volume/Cap: 0.00 0.54 0.93 0.82 0.60 0.00 , 0.00 0.00 0.00 0.93 0.00 0.24 Delay/Veh: 0.0 16.1 40.7 33.2 10.7 0.0 0.0 0.0 0.0 44.4 0.0 10.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 16.1 40.7 33.2 10.7 0.0 0.0 0.0 0.0 44.4 0.0 10.4 LOS by Move: A B D C B A A A A D A B HCM2kAvgQ: 0 6 14 7 8 0 0 0 0 13 0 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:46:46 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.456 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.3 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 225 165 157 323 0 0 0 0 482 0 318 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 225 165 157 323 0 0 0 0 482 0 318 Added Vol: 0 -11 0 0 12 0 0 0 0 1 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 214 165 157 335 0 0 0 0 483 0 318 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 214 165 157 335 0 0 0 0 483 0 318 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 214 165 157 335 0 0 0 0 483 0 318 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 214 165 157 335 0 0 0 0 483 0 318 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.10 0.04 0.09 0.00 0.00 0.00 0.00 0.27 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.00 0.23 0.66 0.15 0.38 0.00 0.00 0.00 0.00 0.43 0.00 0.43 Volume/Cap: 0.00 0.26 0.15 0.29 0.24 0.00 0.00 0.00 0.00 0.62 0.00 0.46 Delay/Veh: 0.0 20.6 4.2 24.7 13.7 0.0 0.0 0.0 0.0 15.9 0.0 13.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 20.6 4.2 24.7 13.7 0.0 0.0 0.0 0.0 15.9 0.0 13.6 LOS by Move: A C A C B A A A A B A B HCM2kAvgQ: 0 2 1 2 2 0 0 0 0 8 0 5 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:48:23 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.727 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.8 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 763 637 543 827 0 0 0 0 403 0 317 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 763 637 543 827 0 0 0 0 403 0 317 Added Vol: 0 -30 1 0 -45 0 0 0 0 1 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 733 638 543 782 0 0 0 0 404 0 317 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 733 638 543 782 0 0 0 0 404 0 317 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 733 638 543 782 0 0 0 0 404 0 317 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 733 638 543 782 0 0 0 0 404 0 317 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.40 0.16 0.22 0.00 0.00 0.00 0.00 0.22 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.00 0.28 0.59 0.21 0.49 0.00 0.00 0.00 0.00 0.31 0.00 0.31 Volume/Cap: 0.00 0.73 0.67 0.73 0.44 0.00 0.00 0.00 0.00 0.73 0.00 0.64 Delay/Veh: 0.0 22.3 10.4 25.6 10.0 0.0 0.0 0.0 0.0 23.3 0.0 20.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 22.3 10.4 25.6 10.0 0.0 0.0 0.0 0.0 23.3 0.0 20.7 LOS by Move: A C B C B A A A A C A C HCM2kAvgQ: 0 8 9 7 5 0 0 0 0 8 0 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:46:46 Page 14-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.257 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 12.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 2 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 104 0 0 273 532 286 0 42 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 104 0 0 273 532 286 0 42 0 0 0 Added Vol: 0 -4 0 0 5 8 -7 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 88 100 0 0 278 540 279 0 42 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 100 0 0 278 540 279 0 42 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 100 0 0 278 540 279 0 42 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 88 100 0 0 278 540 279 0 42 0 0 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3610 1615 3502 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.03 0.00 0.00 0.08 0.33 0.08 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.19 0.49 0.00 0.00 0.30 0.61 0.31 0.00 0.31 0.00 0.00 0.00 Volume/Cap: 0.26 0.06 0.00 0.00 0.26 0.55 0.26 0.00 0.08 0.00 0.00 0.00 Delay/Veh: 21.1 8.0 0.0 0.0 16.1 7.5 15.6 0.0 14.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.1 8.0 0.0 0.0 16.1 7.5 15.6 0.0 14.7 0.0 0.0 0.0 LOS by Move: C A A A B A B A B A A A HCM2kAvgQ: 2 1 0 0 2 6 2 0 1 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:48:23 Page 14-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.546 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 14.9 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 2 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 112 410 0 0 397 833 990 0 230 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 410 0 0 397 833 990 0 230 0 0 0 Added Vol: 0 -9 0 0 -15 -30 -20 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 112 401 0 0 382 803 970 0 230 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 112 401 0 0 382 803 970 0 230 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 401 0 0 382 803 970 0 230 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 112 401 0 0 382 803 970 0 230 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3610 1615 3502 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.11 0.00 0.00 0.11 0.50 0.28 0.00 0.14 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.15 0.38 0.00 0.00 0.23 0.66 0.43 0.00 0.43 0.00 0.00 0.00 Volume/Cap: 0.40 0.29 0.00 0.00 0.46 0.75 0.64 0.00 0.33 0.00 0.00 0.00 Delay/Veh: 25.8 14.0 0.0 0.0 21.9 10.4 15.5 0.0 12.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.8 14.0 0.0 0.0 21.9 10.4 15.5 0.0 12.6 0.0 0.0 0.0 LOS by Move: C B A A C B B A B A A A HCM2kAvgQ: 2 3 0 0 4 13 9 0 3 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:46:46 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.695 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 24.1 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 189 504 10 6 1189 54 51 4 231 35 11 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 504 10 6 1189 54 51 4 231 35 11 4 Added Vol: -4 0 0 0 0 0 0 0 5 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 185 504 10 6 1189 54 51 4 236 35 11 4 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 504 10 6 1189 54 51 4 236 35 11 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 185 504 10 6 1189 54 51 4 236 35 11 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 185 504 10 6 1189 54 51 4 236 35 11 4 ------------ ---------------II---------------II---------------II------=--------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.94 0.94 0.76 0.85 0.85 0.46 0.96 0.96 Lanes: 1.00 1.96 0.04 1.00 1.91 0.09 1.00 0.02 0.98 1.00 0.73 0.27 Final Sat. : 1805 3529 70 1805 3432 156 1436 27 1594 868 1338 486 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.14 0.14 0.00 0.35 0.35 0.04 0.15 0.15 0.04 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.13 0.38 0.38 0.21 0.45 0.45 0.27 0.27 0.27 0.27 0.27 0.27 Volume/Cap: 0.76 0.38 0.38 0.02 0.76 0.76 0.13 0.55 0.55 0.15 0.03 0.03 Delay/Veh: 48.8 19.3 19.3 26.6 21.6 21.6 23.6 28.0 28.0 23.9 22.8 22.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.8 19.3 19.3 26.6 21.6 21.6 23.6 28.0 28.0 23.9 22.8 22.8 LOS by Move: D B B C C C C C C C C C HCM2kAvgQ: 7 5 5 0 16 16 1 6 6 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:48:23 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.958 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 42.6 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 417 1070 71 8 1047 59 124 42 457 42 14 6 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 417 1070 71 8 1047 59 124 42 457 42 14 6 Added Vol: -9 0 0 0 0 0 0 0 -15 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 408 1070 71 8 1047 59 124 42 442 42 14 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 408 1070 71 8 1047 59 124 42 442 42 14 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 408 1070 71 8 1047 59 124 42 442 42 14 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 408 1070 71 8 1047 59 124 42 442 42 14 6 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.94 0.94 0.75 0.86 0.86 0.15 0.96 0.96 Lanes: 1.00 1.88 0.12 1.00 1.89 0.11 1.00 0.09 0.91 1.00 0.70 0.30 Final Sat. : 1805 3355 223 1805 3390 191 1429 142 1497 293 1270 544 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.32 0.32 0.00 0.31 0.31 0.09 0.30 0.30 0.14 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.24 0.41 0.41 0.14 0.32 0.32 0.31 0.31 0.31 0.31 0.31 0.31 Volume/Cap: 0.96 0.77 0.77 0.03 0.96 0.96 0.28 0.96 0.96 0.47 0.04 0.04 Delay/Veh: 66.7 25.2 25.2 33.1 47.2 47.2 23.9 60.1 60.1 28.9 21.8 21.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.7 25.2 25.2 33.1 47.2 47.2 23.9 60.1 60.1 28.9 21.8 21.8 LOS by Move: E C C C D D C E E C C C HCM2kAvgQ: 16 16 16 0 21 21 3 18 18 2 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Sun Apr 29, 2007 09:56:14 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.785 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 50.7 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Ovl Ovl Ovl Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 2 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 437 146 307 553 121 781 313 1589 555 822 2159 244 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 437 146 307 553 121 781 313 1589 555 822 2159 244 Added Vol: 0 0 0 5 0 0 0 0 0 0 0 -4 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 437 146 307 558 121 781 313 1589 555 822 2159 240 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 437 146 307 558 121 781 313 1589 555 822 2159 240 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 437 146 307 558 121 781 313 1589 555 822 2159 240 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 437 146 307 558 121 781 313 1589 555 822 2159 240 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 2.00 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat. : 3800 3800 3800 3800 3800 3800 3800 5700 1900 3800 7600 1900 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.04 0.08 0.15 0.03 0.21 0.08 0.28 0.29 0.22 0.28 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.23 0.44 0.15 0.25 0.36 0.11 0.28 0.40 0.22 0.38 0.38 Volume/Cap: 0.91 0.17 0.18 1.00 0.13 0.57 0.73 1.00 0.72 1.00 0.74 0.33 Delay/Veh: 73.9 37.6 20.4 89.4 35.3 31.7 58.0 66.0 33.5 78.5 33.0 26.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.9 37.6 20.4 89.4 35.3 31.7 58.0 66.0 33.5 78.5 33.0 26.4 LOS by Move: E D C F D C E E C E C C HCM2kAvgQ: 11 2 3 15 2 12 7 26 18 21 18 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 09:48:23 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.779 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 49.6 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Ovl Ovl Ovl Include Min. Green: 10 10 10 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 2 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 454 320 601 739 212 595 782 2009 551 371 2024 456 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 320 601 739 212 595 782 2009 551 371 2024 456 Added Vol: 0 0 0 -15 0 0 0 0 0 0 0 -9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 454 320 601 724 212 595 782 2009 551 371 2024 447 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 454 320 601 724 212 595 782 2009 551 371 2024 447 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 454 320 601 724 212 595 782 2009 551 371 2024 447 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 454 320 601 724 212 595 782 2009 551 371 2024 447 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Lanes: 2.00 2.00 2.00 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat. : 3610 3800 3230 3610 3800 3230 3610 5700 1615 3610 7600 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.08 0.19 0.20 0.06 0.18 0.22 0.35 0.34 0.10 0.27 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.11 0.22 0.25 0.23 0.45 0.22 0.40 0.53 0.12 0.29 0.29 Volume/Cap: 0.96 0.80 0.84 0.80 0.25 0.41 0.96 0.89 0.65 0.89 0.93 0.96 Delay/Veh: 84.4 63.5 53.9 47.4 38.3 22.5 69.4 38.7 22.2 72.8 49.3 75.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh:, 84.4 63.5 53.9 47.4 38.3 22.5 69.4 38.7 22.2 72.8 49.3 75.0 LOS by Move: F E D D D C E D C E D E HCM2kAvgQ: 12 8 13 14 3 7 19 26 15 10 22 21 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA APPENDIX D Traffic Signal Warrant Worksheets PEAK HOUR VOLUME WARRANT (Rural Areas) Existing Major Street Name= Main Street Total of Both Approaches(VPH) = 1003 Number of Approach Lanes Major Street= 1 Minor Street Name = 1-15 Freeway SIB Ramps High Volume Approach (VPH)= 219 Number of Approach Lanes Minor Street= 1 WARRANTED FOR A SIGNAL 500 2 IL 400 - ---------...._ .---- --...---- - ----. ..—-- - — ---- L V N O a a 300 --- --- - -- -- -- - -- E 3 0 > 19 L - - — - - - - - - . - 200 d ry c -- C O Cs 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches -VPH —�-1 Lane(Major)& 1 Lane(Minor) 2+Lanes(Major)& 1 Lane(Minor)OR 1 Lane(Major)&2+Lanes(Minor) �—2+Lanes(Major)&2+Lanes(Minor) —��Major Street Approaches - 4K - Minor Street Approaches ** NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. PEAK HOUR VOLUME WARRANT (Rural Areas) Existing Major Street Name= Main Street Total of Both Approaches(VPH) = 440 Number of Approach Lanes Major Street= 1 Minor Street Name= 1-15 Freeway NB Ramps High Volume Approach (VPH) = 365 Number of Approach Lanes Minor Street= 1 WARRANTED FOR A SIGNAL 500 x a t 400 — --- ---- --- -- -- - - — 365 0 CL m 300 — E 3 0 L 9200 --— — .r �i L W N `0 100 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches-VPH —1 Lane(Major)& 1 Lane(Minor) —b-2+ Lanes(Major)& 1 Lane(Minor)OR 1 Lane(Major)&2+ Lanes(Minor) --0--2+Lanes(Major)&2+Lanes(Minor) — --Major Street Approaches Minor Street Approaches ** NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. PEAK HOUR VOLUME WARRANT (Rural Areas) Opening Year (2009) Without Project Major Street Name = Main Street Total of Both Approaches (VPH) = 735 Number of Approach Lanes Major Street= 1 Minor Street Name = Camino Del Norte High Volume Approach (VPH) = 695 Number of Approach Lanes Minor Street= 1 WARRANTED FOR A SIGNAL 500 500 a > 400 L V e0 O a Q 300 a) E 0 200 2 a� a� w 100 0 c uO M n 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches -VPH —�1 Lane(Major)&1 Lane(Minor) —>�2+Lanes(Major)& 1 Lane(Minor)OR 1 Lane(Major)&2+Lanes(Minor) —�2+Lanes(Major)&2+Lanes(Minor) �—Major Street Approaches --'K-- Minor Street Approaches " NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. PEAK HOUR VOLUME WARRANT (Rural Areas) Opening Year(2009)Without Project Major Street Name = Camino Del Norte Total of Both Approaches (VPH) = 886 Number of Approach Lanes Major Street= 1 Minor Street Name= Elsinore Hills Drive High Volume Approach (VPH) = 200 Number of Approach Lanes Minor Street= 1 WARRANTED FOR A SIGNAL 500 IL > 400 t v �v 0 a 44300 a' E 0 > 200 = 200 S a4)i N 100 L. c 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches -VPH 0 1 Lane(Major)&1 Lane(Minor) —&2+Lanes(Major)&1 Lane(Minor)OR 1 Lane(Major)&2+Lanes(Minor) 0 2+Lanes(Major)&2+Lanes(Minor) ---x---Major Street Approaches --'K-- Minor Street Approaches NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. PEAK HOUR VOLUME WARRANT (Rural Areas) Opening Year (2009) Without Project Major Street Name= Franklin Street Total of Both Approaches (VPH) = 560 Number of Approach Lanes Major Street= 1 Minor Street Name = Camino Del Norte High Volume Approach (VPH) = 267 Number of Approach Lanes Minor Street = 1 WARRANTED FOR A SIGNAL 500 a > 400 s U l0 0 a Q 300 d 2 7 ®-- ---i. 0 > 200 2 N N w 100 0 c 0 300 400 500 600 700 800 900 1000 1100 12C 1300 Major Street-Total of Both Approaches -VPH —�1 Lane(Major)&1 Lane(Minor) —>�—2+Lanes(Major)& 1 Lane(Minor)OR 1 Lane(Major)&2+Lanes(Minor) --o--2+Lanes(Major)&2+Lanes(Minor) — —Major Street Approaches Minor Street Approaches *" NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. PEAK HOUR VOLUME WARRANT (Rural Areas) General Plan Buildout Without Project Major Street Name= Camino Del Norte Total of Both Approaches (VPH) = 2596 Number of Approach Lanes Major Street= 1 Minor Street Name = La Strada High Volume Approach (VPH) = 715 Number of Approach Lanes Minor Street= 1 WARRANTED FOR A SIGNAL 500 - - 00 x a > 400 s ea 0 a Q 300 m E 0 200 2 m m 100 0 c_ m 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street -Total of Both Approaches -VPH �—1 Lane(Major)&1 Lane (Minor) —�—2+Lanes(Major)&1 Lane(Minor)OR 1 Lane(Major)&2+Lanes(Minor) — 0 2+Lanes(Major)&2+Lanes(Minor) — Major Street Approaches -- -- Minor Street Approaches NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. APPENDIX E Project (Commercial) Alternative Traffic Analysis IK TRAFFic ENGINEERING AND April 29, 2007 Mr. Erik Lunde WILSON LUNDE DEVELOPMENT 2751 West Coast Highway, Suite 210 Newport Beach, CA 92663 Dear Mr. Lunde: INTRODUCTION The firm of Kunzman Associates is pleased to provide this revised traffic analysis addendum for the Spyglass Ranch Traffic Impact Analysis (Revised) prepared by Kunzman Associates (April 29, 2007). The project site is located east of Camino Del Norte and adjacent to Elsinore Hills Drive in the City of Lake Elsinore. PROJECT DESCRIPTION The purpose of this traffic analysis addendum is to analyze if Planning Areas 5 and 6 are not developed with multi-family attached residential dwelling units, a commercial land use designation shall apply for development consistent with this Specific Plan. The approximately 260 acre project site is proposed to be developed with 523 single- family detached residential dwelling units, 171 multi-family attached residential dwelling units, and 145,000 square feet of commercial retail. A total of 10,000 square feet per acre has been assumed for the 14.5 acre commercial retail planning areas. PROJECT TRAFFIC GENERATION The traffic generated by the project is determined by multiplying an appropriate trip generation rate by the quantity of land use. Trip generation rates are predicated on the assumption that energy costs, the availability of roadway capacity, the availability of vehicles to drive, and our life styles remain similar to what we know today. A major change in these variables may affect trip generation rates. 1111 TOWN & COUNTRY ROAD, SUITE 34 0 ORANGE, CA 92868-4667 PHONE: (714) 973-8383 ■ FAx: (714) 973-8821 ■ TOLL FREE: (877) 972-1220 E-MAIL: MAIL ® TRAFFIC-ENGINEER.COM • WEB: WWW.TRAFFIC-ENGINEER.COM Trip generation rates were determined for daily traffic, morning peak hour inbound and outbound traffic, and evening peak hour inbound and outbound traffic for the proposed land uses. By multiplying the traffic generation rates by the land use quantities, the traffic volumes are determined. Table E-1 shows the project traffic generation rates and Table E-2 shows the project peak hour volumes and project daily traffic volumes. The traffic generation rates are from the Institute of Transportation Engineers, Trip Generation, 7th Edition, 2003. The proposed development is projected to generate a total of approximately 13,189 daily vehicle trips, 597 of which will occur during the morning peak hour and 1,275 which will occur during the evening peak hour. It should be noted that for the commercial retail portion of the project, a portion of the traffic would come from pass-by trips from adjacent roadways and are trips that are currently on the roadway system. To analyze a "conservative" scenario in terms of the assignment of traffic, the traffic volumes from the commercial retail portion of the project have not been reduced as a result of pass-by trips (see Appendix E-1). Traffic volumes shown in Table E-2 consist of the total trips generated for each project land use. As a commercial retail trip generated by the project will also be making trips to a residential land use within the project, a double counting of those trips occurs. The trip generation for the project accounts for the internal interaction (10%) between the proposed land uses. PROJECT TRAFFIC VOLUMES The Opening Year (2009) project average daily traffic volumes have been calculated and shown on Figure E-1 and the General Plan Buildout project average daily traffic volumes have been calculated and shown on Figure E-2. OPENING YEAR (2009) TRAFFIC ANALYSIS Figure E-3 shows the average daily traffic volumes that can be expected for Opening Year (2009) with project traffic conditions. The Opening Year (2009) with project delay and Level of Service for the study area roadway network are shown in Table E-3. Table E-3 shows delay values based on the geometrics at the study area intersections without and with improvements. For Opening Year (2009) with project traffic conditions, the following study area intersections are projected to operate at Level of Service E to F during the peak hours, without improvements (see Table E-3): 1-15 Freeway SB Ramps (NS) at: Central Avenue SR-74 (EW) Main Street (EW) Railroad Canyon Road (EW) 2 1-15 Freeway NB Ramps (NS) at: Central Avenue SR-74 (EW) Main Street (EW) Railroad Canyon Road (EW) Dexter Avenue (NS) at: Central Avenue SR-74 (EW) Camino Del Norte (NS) at: Main Street (EW) Franklin Street (EW) Surnmerhill Drive (NS) at: Railroad Canyon Road (EW) For Opening Year (2009) with project traffic conditions, the study area intersections are projected to operate at Level of Service D or better during the peak hours, with improvements (see Table E-3). Opening Year (2009) with project delay worksheets are provided in Appendix E-2. GENERAL PLAN BUILDOUT TRAFFIC ANALYSIS Figure E-4 shows the average daily traffic volumes that can be expected for General Plan Buildout with project traffic conditions. For General Plan Buildout with project traffic conditions, the study area intersections are projected to operate at Level of Service D or better during the peak hours, with General Plan improvements (see Table E-4). General Plan Buildout with project delay worksheets are provided in Appendix E-2. CONCLUSIONS The proposed development is projected to generate a total of approximately 13,189 daily vehicle trips, 597 of which will occur during the morning peak hour and 1,275 which will occur during the evening peak hour. For Opening Year (2009) with project traffic conditions, the study area intersections are projected to operate at Level of Service D or better during the peak hours, with improvements (see Table E-3). For General Plan Buildout with project traffic conditions, the study area intersections are projected to operate at Level of Service D or better during the peak hours, with General Plan improvements (see Table E-4). 3 It has been a pleasure to serve your needs on this project. Should you have any questions or if we can be of further assistance, please do not hesitate to call. Sincerely, KUNZMAN ASSOCIATES KUNZMAN ASSOCIATES oQApF ESS/p,�,� . 3 No.TR0056 Z Carl Ballard * William Kunzman, P.E. Principal Associate *�. �RAFF P Principal oF Professional Registration Expiration Date 3-31-2008 #3640b 4 Table E-1 Project Traffic Generation Rates' Peak Hour Morning Evening Land Use UnitsZ Inbound Outbound Total Inbound I Outbound Total Daily Single-Family Detached Residential DU 0.19 0.56 0.75 0.64 0.37 1.01 9.57 Multi-Family Attached Residential DU 0.07 0.37 0.44 0.35 0.17 0.52 5.86 Commercial Retail TSF 0.82 0.53 1.35 2.65 2.87 5.52 59.63 ' Source: Institute of Transportation Engineers,Trip Generation,7th Edition,2003,Land Use Categories 210,230,and 820. 2 DU=Dwelling Units;TSF=Thousand Square Feet 5 Table E-2 Project Traffic Generation By Traffic Analysis Zone Traffic Peak Hour Analysis Morning Evening Zone Land Use Quanti Units' Inbound Outboundl Total Inbound Outboundl Total Daily 1 Multi-Family Attached Residential 96 DU 7 36 43 34 16 50 563 2 Single-Family Detached Residential 233 DU 44 130 174 149 86 235 2,230 3 Commercial Retail 145.000 TSF 119 77 196 384 416 800 8,646 4 Single-Family Detached Residential 290 DU 55 162 217 1116 107 293 2,775 Multi-Family Attached Residential 75 DU 5 28 33 26 13 39 440 Subtotal 60 190 250 212 120 332 3,215 Total 230 433 663 779 638 1,417 14,654 Internal(10%) 23 43 66 78 64 142 1,465 Grand Total 207 390 597 701 574 1,275 13,189 DU=Dwelling Units,TSF=Thousand Square Feet 6 Table E-3 Opening Year(2009)With Project Intersection Delay and Level of Service Intersection Approach Lanes' Peak Hour Traffic Northbound Southbound Eastbound Westbound Delay(Secs.)-LOSZ Intersection Contro13 L T R L T R L T R L T R Morning Evening 1-15 Freeway SB Ramps(NS)at: Central Avenue SR-74(EW) Without Improvements TS 0 0 0 1 0 1 0 2 1 1 2 0 40.3-D 99.9-1`4 With Improvements TS 0 0 0 1.6 0 1.6 0 2 1 2 2 0 17.5-B 52.4-D Main Street(EW) Without Improvements CSS 0 0 0 1 0 1 0 1 1 1 1 0 99.9-F 99.9-F With Improvements TS 0 0 0 1 0 1 0 1 1 2 1 0 15.5-B 28.5-C Railroad Canyon Road(EW) Without Improvements TS 0 0 0 1.5 0 0.5 0 2 1 1 2 0 99.9-F 99.9-F With Improvements TS 0 0 0 2.5 0 1.5 0 3 1 2 3 0 25.3-C 50.9-D 1-15 Freeway NB Ramps(NS)at: Central Avenue SR-74(EW) Without Improvements TS 1 0 1 0 0 0 1 2 0 0 2 1 43.5-D 99.9-F With Improvements TS 2 0 1>> 0 0 0 1 2 0 0 2 1 22.8-C 53.5-D Main Street(EW) Without Improvements CSS 0 1 0 0 0 0 1 1 0 0 1 0 99.9-F 99.9-F With Improvements TS 1 0 1 0 0 0 1 1 0 0 1 1 27.7-C 28.5-C Railroad Canyon Road(EW) -Without Improvements TS 0.5 0 1.5 0 0 0 1 2 0 0 2 1 99.9-F 99.9-F -With Improvements TS 1_6 0 1.5 0 0 0 2 3 0 0 3 2 21.3-C 29.5-C Dexter Avenue(NS)at: Central Avenue SR-74(EW) Without Improvements TS 1 1 0 1 1 1 1 2 1 1 3 0 35.1-D 99.9-F With Improvements TS 1 1 1 1 1 1 1 3 1 1 3 1 31.3-C 34.4-C Cambern Avenue(NS)at: Central Avenue SR-74(EW) TS 1 1 1 0 0 1 1 2 2 0 1 2 1 27.3-C 35.9-D Camino Del Norte(NS)at: Main Street(EW) Without Improvements CSS 0 1 0 0 1 1 1 0 1 0 0 0 99.9-F 99.9-F With Improvements TS 1 1 0 0 1 1 1 0 1>> 0 0 0 23.3-C 32.7-C Elsinore Hills Drive(EW) TS 0 1 1 2 1 0 0 0 0 1 0 1> 15.4-B 25.6-C La Strada(EW) TS 0 1 1 1 1 0 0 0 0 1 0 1 14.5-B 16.4-B Franklin Street(EW) Without Improvements CSS 0 1 0 0 1 0 0 1 0 0 0 0 16.4-C 99.9-F With Improvements TS 1 1 0 0 1 1 1 0 1 0 0 0 10.9-B 13.3-8 Summerhill Drive(NS)at: Canyon Estates Drive(EW) TS 1 2 0 1 2 0 1 1 0 1 1 0 18.9-B 24.4-C Railroad Canyon Road(EW) Without Improvements TS 2 2 1 1 1 1> 2 2 0 1 3 0. 99.9-F 99.9-F With Improvements TS 2 2 1 2 1 2 2 3 1 1 3 0 47.1-D 47.0-D When a right turn lane is designated,the lane can either be striped or unstriped. To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. L=Left;T=Through;R=Right;>=Right Turn Overlap;»=Free Right Turn;1=Improvement Z Delay and Level of Service has been calculated using the following analysis software:TraNx,Version 7.8.0115 (2006). Per the 2000 Highway Capacity Manual,overall average intersection delay and level of service are shown for intersections with traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement(or movements sharing a single lane)are shown. 3 TS=Traffic Signal;CSS=Cross Street Slop 99.9-F=Delay High,Intersection Unstable,Level of Service F. 7 Table E-4 General Plan Buildout With Project Intersection Delay and Level of Service Intersection Approach Lanes' Peak Hour Traffic Northbound Southbound Eastbound Westbound Delay(Secs.)-LOS2 Intersection Control' L T R L T R L T R L T R Morning Evening 1-15 Freeway SB Ramps(NS)at: Central Avenue SR-74(EW) TS 0 0 0 0 0 0 0 3 1 2 3 0 10.7-B 10.2-13 Main Street(EW) TS 0 0 0 1.5 0 1.5 0 2 1 2 2 0 17.7-B 21.4-C Railroad Canyon Road (EW) TS 0 0 0 0 0 1>> 0 3 0 0 3 0 0.4-A 0.5-A 1-15 Freeway NB Ramps (NS)at: Central Avenue SR-74(EW)" Main Street(EW) TS 1 0 1 0 0 0 2 2 0 0 2 1 45.3-D 24.4-C Railroad Canyon Road(EW) TS 0 0 0 0 0 0 0 3 0 0 3 1>> 0.2-A 0.4-A Dexter Avenue(NS)at: Central Avenue SR-74(EW) TS 1 1 1> 0 0 0 2 3 1 1 3 1 29.1-C 45.0-D Cambern Avenue(NS)at: Central Avenue SR-74(EW) TS 1 1 1> 2 1 2> 2 3 1 2 3 1> 40.5-D 50.3-D Camino Del Norte(NS)at: Main Street(EW) TS 2 1 0 0 1 1 1 0 1>> 0 0 0 25.5-C 40.7-D Elsinore Hills Drive (EW) TS 0 2 1 2 2 0 0 0 0 1 0 1> 16.8-13 32.1-C La Strada(EW) TS 0 2 1> 2 2 0 0 0 0 1 0 1 15.3-13 17.8-13 Franklin Street(EW) TS 1 2 0 0 2 1> 2 0 1 0 0 0 12.2-13 15.3-13 Summerhill Drive(NS) at: Canyon Estates Drive(EW) TS 1 2 0 1 2 0 1 1 0 1 1 0 24.2-C 45.1-D Railroad Canyon Road (EW) TS 2 2 2> 2 2 2> 2 3 1> 2 4 1 50.4-D 49.9-D When a right turn lane is designated,the lane can either be striped or unstriped. To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. L=Left;T=Through;R=Right;>=Right Turn Overlap;>>=Free Right Turn;1=Improvement 2 Delay and Level of Service has been calculated using the following analysis software:Traffix,Version 7.8.0115 (2006), Per the 2000 Highway Capacity Manual,overall average intersection delay and level of service are shown for intersections with traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement(or movements sharing a single lane)are shown. 3 TS=Traffic Signal New Interchange Design 8 Figure E-1 Opening Year (2009) Project Average Daily Traffic Volumes 0.2 c 0.7 0.2 0.1 11 9iG % 2nd_StreetLA ( ^� Bella Vista 1 i ��, Street "A" c' -- Street °C Site x ; Wi L street °D° �r-------- J „I-----�. Main 9.2 10.8 Street 91��� � 1 3 1'7 Canyon Estates F 01 Dr ve c�o� Franklin Street I 1.2 0.7 Railroad Canyon Road 0.7 0.7 Grape Auto Center Street Drive Legend 0.7 = Vehicles Per Day (1000's) Kunz man Associates 3640b/e-1 mmmi Figure E-2 General Plan Buildout Project Average Daily Traffic Volumes 0.2 0.7 � co 0.8 0.1 0 3 q°� 2nd_Street X Bella Vistao � Street °A" c` +4 ^PP w I1�Y7�� 1`oy r-- ------i -- Street-°�° oa�i p �l Site y� ;- E ; 11P L Street °D" �9.2 �r--------� J-----�. Main 10.8 Street 91` `.� 1.7 Canyon Estates F� 1.3 �1� 10.1 Dnve � Franklin Street'-.,'-, 1.2 0..7 Railroad Canyon 0.7 Road 0.7 Grape Auto Center Street Drive Le en 0.7 = Vehicles Per Day (1000's) Kunzman Associates 3640b/e-2 10 Figure E-3 Opening Year (2009) With Project Average Daily Traffic Volumes 43.0 4.2 V 10.4 60.6� 4.61 .�0 OP��P % 2 52.1 9.5 q�e�G % 2nd Street ^` Bella Vista P _ 1 \� Street "A" 04` y °y ap y Street C Site y� ;-E x W iC. L Street "D" ; y5� 7.2 ��20.1 it -----1 J---- Main 16.0 Street 219`v� 20 2 ` • 8.6 Can yon Estates ���� 3.9 Drive Franklin '`5.1 I Street I 14.7 10. 10.0 2 Railroad Canyon 1.9 Road 2.7 37. 44.8 19.6 Grape Auto Center Street Drive Legend 37.2= Vehicles Per Day (1000's) Kunzman Associates 3640b/e-3 Figure E-4 General Plan Buildout With Project Average Daily Traffic Volumes 57.1 �e�J 38.8 co�t7 9 � 64.1 6 ' % '� 66.9 2nd Street ( Bella Vista Street "A" � - 1 t f 107 t Street "C % el Site y� Y 14.0� L Street "D" �22.0 rr--------� J---- Main 19.0 Street 30.(Tv: `•� 19.0 Canyon Estates Fe 31.0 `��� 18.0 Drive Franklin \ 22.0 I, Street 23.0 18. 10.0 Railroad Canyon 2.0 Road 29.0 75.0 —26.0 Grape Auto Center Street Drive Le en 26.0 = Vehicles Per Day (1000's) Kunz1'nan Associates 3640b/e-4 12 APPENDIX E-1 Pass-By Trips CHAPTER 5 Pass-by, Primary, and Diverted Linked Trips Trip-making can be broken down Primary trips are trips made for the M Background into two major categories:pass-by specific purpose of visiting the gen- The trip generation rates and equa- a*and non-pass-by trips.In erator.The stop at the generator is tions contained in Trip Generation some traffic impact study applica- the primary reason for the trip. are derived from actual measure- tions,it is necessary to further sub- The trip typically goes from origin ments of traffic generated by indi- divide non-pass-by trips into pri- to generator and then returns to vidual sites.These rates and equa- mazy trips and diverted linked the origin.For example,a home- tions represent vehicles entering trips.These trip types are illustrat- to-shopping-to-home combination and exiting a site at its driveways. ed to figure 5.1 and are defined of trips is a primary trip set. Therefore,these volumes are mop'• appropriate for determining the Diverted linked trips are trips that total traffic to be accommodated by ar are attracted from the traffic site driveways. volume on roadways within the vicinity of the generator but that $;; a require a diversion from that road- , br �sg >g way to another roadway to gain access to the site.These trips could travel on highways or free- r fi w w ways adjacent to a generator,but > Past-by trips are made as intermedi- without access to the generator. ate stops on the way from an origin Diverted linked trips add traffic to a primary trip destination with- to streets adjacent to a site,but out a route diversion.Pass-by trips may not add traffic to the area's There are instances,however,when are attracted from traffic passing major travel routes(see figure the total number of trips generated the site on an adjacent street or road- 5.1).Both pass-by and diverted by a site is different from the way that offers direct access to the linked trips may be part of a multi- amount of new traffic added to the generator.Pass-by trips are not ple-stop chain of trips. street system by the generator.For diverted from another roadway example,retail-oriented develop- ments such as shopping centers, discount stores,restaurants,banks, service stations,and convenience markets often locate adjacent to busy streets in order to attract the Non motorists already on the street. pass-by trips are simply all trips These sites attract a portion of generated by a site that are not their trips from traffic passing the pass-by trips.This term is some- site on the way from an origin to times used when diverted linked trips are not tabulated separately an ultimate destination.These retail trips may not add new traf- from primary trips' fic to the adjacent street system. Figure 5.1 Types of Trips ra PRIMARY (via area and adjacent streets) TRIPS DIVERTED LINKED KED TRIPS (via adjacent Driveway streets) (via driveway only) PASS-BY TRIPS (on adjacent streets) LEGEND t Trips Prior to Development --- Trips After Development MSample example, 50 percent enter and 50 of non-pass-by trips destined to Application percent exit the shopping center(as the site is 170(the 200 total trips of Pass-By Trip shown in figure 5.2(B)). minus the 30 inbound pass-by trips Assignment Process shown earlier in figure 5.2(B)). in this example,the objectives are From data collected at other shop- Eighty percent(or 136)are expect- to(1)estimate the number of new Ping centers,it is estimated(in this ed to arrive from the east and to trips added to the adjacent street example)that about 15 percent of return to the east. traffic volume with the develop- the driveway volume is pass-by(fig- ment of a shopping center with ure 5.2(B)).Therefore, 30 of the The assignment of the pass-by trips 580,000 square feet of gross leasable inbound vehicles(i.e., 15 percent of is shown in figure 5.2(F).Of the 30 area,and(2)determine the turn 200 vehicles)and 30 of the out- pass-by trips,83 percent(or 25) movements at the shopping center bound vehicles are considered pass- arrivefirm the east and depart to driveway.The forecasted two-way by cps• the west Likewise, 17 percent(or evening peak hour traffic on a street 5)arrive from the west and depart adjacent to the proposed shopping The assumed trip distribution for to the east.Note that the calcula- center is 1,200 vehicles,as shown in the non-pass-by trips is shown in tion also shows the expected figure 5.2(A)—1,000 traveling west figure 5.2(C).These values are through-trip reductions as the trips and 200 traveling east based on local knowledge of passing the site turn into the new expected trip patterns for primary driveway.For example,the new and diverted linked trips to and westbound right-turn volume of 25 . from the shopping center(based on causes a reduction in the westbound existing travel patterns,surround- through movement ing land uses,etc.).For example,80 percent of the non-pass-by trips are Pe P by Ps The final assignment of all trips expected to arrive from the east and entering and leaving the shopping to return to the east after the trip center driveway,as well as passing to the shopping center. the driveway,is shown in figure 5.2(G).These values are simply the The shopping center is estimated The distribution of the pass-by sum of the base volumes(from fig- to generate 2,000 evening peak nips is based on the volume of traf- ure 5.2(A)),the non-pass-by trips hour trips(based on the fitted fic passing the driveway,as shown generated by the site(from figure curve equation given for Land Use in figure 5.2(D).Because 83 per- 5.2(E)),and the pass-by trips gen- Code 820 on page 1,339 of Trip cent of the traffic passing by the erated by the site(from figure Generation, Sixth Edition).An site comes from the east(i.e., 1,000 5.2(F)).Note that the through-traf- assessment of the shopping center of the 1,200 shown previously in fic volumes in both directions on parking configuration and access figure 5.2 (A)),it is assumed that 83 the major street are reduced as a points indicates that an estimated percent of the pass-by trips will result of the pass-by trip analysis. 20 percent of the site-generated likewise arrive from the east and traffic will use the driveway being will depart toward the west analyzed in this example.Thus, the d The assignment of the non-pass-by driveway volume is estimated to be 400 evening peak hour trips(i.e., nips generated by the site is shown 20 percent of 2,000 trips). For this in figure 5.2(E).The total number r �� �s�r`r'� f� ���5�� F`"ky'U,i�.-% z,7 : <# rgv is �` � � �§ " >�����✓..fh�u�`s. 'i��� M� ns� � ✓fir �4r�`2'a :rix _ 3� i..c^'�-`fr�`t;��, f�q„^�yn+X,��p � �E. '��- �; s ,•-^'�f': rv_,.�rt rr �-�rr�.��rm,�"' t - 3��` x 4. --z �s � W"� -56 - ��� 1'. mw 44 xy '�h"�ar'+3� ,�� r1j�'"7.F ��M`}��t� �'r�'�m✓..x2;a��'a 3,qx } >.: r � � � �"���' s �'t�r� � r „� ,� rxg v �,�� }3e yam✓ ''�� Z � � {"A F a y n, .y�,�g���y.z 3�5✓a Y•� i� 3 -�.r �� tea„�, � S. . t "rMimi alp ' y¢w n s xr a IF ""°�,n A m Ull �� ® Cautions by including the magnitude of the volumes must equal the total traffic passing the site on the adja- external site generation(i.e., the Statistical analysis and correlation cent roadways. sum of primary,pass-by, and of the pass-by data collected by the diverted linked trips). Pass-by trips profession continue to evolve. The analyst should exercise caution are not included in(and thus,sub- However,due to the limited in the use of pass-by and diverted treated from)the through-volumes amount of pass-by data available linked data presented in this chap- passing a given site access point on and the inherent variability in sur- ter to ensure that the following an adjacent road. Standard veyed site characteristics,it has still "per of pass-by trip character- methodologies for assessing the proven difficult to obtain high cor- tics are handled appropriately in traffic impacts of site development relation indices. the analysis process• typically require that diverted Diverted linked trips are clearly dif- linked trips be included as addi- ferent from pass-by trips tional trips within the confines of local impact assessment studies. Diverted linked trips add trips to d t d t dj the adjacent roads a a propose or� In a multi-use development,it is expanded site,but may not add likely that there will be trips internal trips to nearby major highways or to the site(refer to chapter 7 for freeways. . Y guidance).Before applying the pass- by reduction,the internal trips is1 Diverted linked trips are often dif- should be removed from the total ficult to identify Therefore,divert number of trips generated by the F ed linked trips should be treated multi-use site.Pass-by trips are similarly to primary trips, only applicable to trips that enter unless:(1)all three(primary,pass- Traditional ass- trip analyses or exit the sites,not internal trips. p by p ys by,and diverged linked)categories have attempted to correlate pass-by are being analyzed and processed rep- trippercentages(i.e.,percent of the Overall, diverted linked trips pert g (' ,p separately,and(2)the travel routes total number of tripsgenerated a resent a change in local area travel g`en by for diverted linked trips can be site)with units of occupied site clearly established. patterns but constitute no new development(such as gross leasable increase on a macroscopic scale. Within the study area, area,gross floor area,seats in a Pass-by trips are drawn from the immediate restaurant,or fueling positions at a passing traffic stream,but are diverted linked trips do represent trips individual gas/service station).Limited results always included in the site additional traffic for some land uses show that this driveway movements. In traffic streets and should be analyzed correlation can be enhanced further analyses, summation of driveway that way. Data Base on For all land uses except shopping �? Pass-By, Primary, centers,data are plotted for only '',r�yji and Diverted Linked one independent variable.For Trips shopping centers,data are plotted k° Listed in table 5.1 are 19 land uses for GLA and peak hour traffic on for which=has received and adjacent streets for the weekday compiled pass-by and diverted evening peak period;GLA is also linked trip data.The table denotes used as the independent variable linked"tri g. whether the data are presented in for shopping centers during the p percentages may ' this handbook in a table or a figure midday Saturday time period. site due to the specific influences of (in a data plot similar to those pre- the characteristics of passing traffic, area roadway network patterns, sented in Trip Generation for trip A regression equation is shown on specific businesses in the site being end data).Table 5.1 also identifies the data plot if there are more than the time periods for which the data 10 points and the RZ is greater than analyzed,other nearby develop- have been reported. 0.25(which only occurs on two of went,and so forth.Surveys of simi- the Land Use Code 820 data plots). lac developments near the analysis Tables 5.2 through 5.26 present the Note that this threshold is less than site are encouraged. values for percentage of site gener- the 0.5 threshold for Rz used for ation that is accounted for by pass- data plots in Trip Generation. Because data are limited for many of the land uses,the analyst is by,non-pass-by,primary,and diverted linked trips. Recommended guidelines for encouraged to collect pass-by trip using the data presented in data and transmit the data to ITE. Figures 5.3 through 5.15 plot the these figures and tables are Section 5.6 of this chapter describes average pass by trip percentages provided in section 5.5 of this how to collect the appropriate data associated with the various land chapter.In particular,the and provides sample forms to use. uses.No plots are provided for guidelines recommend when diverted linked trips.These figures to use the data and how to are provided to enable the user to select a pass-by percentage. visualize the data scatter provided in tables 5.2 through 5.26. Users of the data are cautioned that the number and geographic distrib- Data plots are provided for each upon of sites are limited.Little or land use where nine or more data no data on adjacent street traffic points are available for a specific volumes have been collected for independent variable. uses other than shopping centers. The actual pass-by and diverted Figure 5.5 Shopping Center (820) Average Pass-By Trip Percentage vs: 1,000 Sq.Feet Gross Leasable Area On a Weekday,P.m. Peak Period Number of Studies: 100 Average 1,000 Sq. Feet GLA 329 Data Plot 120 110 :. . . . . . . . . . . . :. . . . . .: . . . . . ... . . . . . . . . . . . . . . . . . . :. . . . . .. . . . . . . . . . . 100 . .... ... . .. . .: .- . . . . .. .. .. . ... . . . 90 .. x . . . . . ... ... . . . . . . . . . . . . . . . . . . . mso x_ : . . . . . . . . .. . . . .. . ... . .. . . . . . . . . . . . : . . . . d a a70 - - - X. . . .. . ... .. . ... . .. .. . L T X m . . . . . : . . . . . . . .. . . .:. . .. . . . ... . . . . .. . . : . . . . . ... . . . . . . . • -- . . . . _ so x xx• . x X x d x dso .x�c-.. ..x. . . . X . . . . . . . . . ... .. . .; . .X.. . . . .. . . . . .. . . ... . . . . . . . . . . . ... . . . . . ... . . . . o► x . x x x : x Q 40 . . .x. .;. _... . ... ..-;..... .. . ... . :. . . .. .:. .. . . . ... . . . . X n x Xx x XK X X x x: 1 30 .. . .. . ... . : . . . . . .:. . . . XX.. x ,. . x : x x x x x x �€ x x :x 20 . . . . . ... . . .X.. . . . . . .. X -X- -X. ... ... . ... .. . . . . . . .. :x X)Z X x X: x x x X: 10 : . . . . ..:... ... :.. .. . .X. ... . -;. . .. . .:... . .. ;. .. . .. .. . . .. .. . :. . . . 0 0 100 200 300 400 s00 600 700 600 900 1000 1100 1200 X=1A00 Sq.Feet Gross Leasable Area X Actual Data Points Fitted Curve Fitted Curve Equation: LnM=-OM1 Ln()t)a 5.001 R2=0.37 Trip Generation Handbook Chapter 5 0 ITE 43 APPENDIX E-2 Explanation and Calculation of Intersection Delay EXPLANATION AND CALCULATION OF INTERSECTION LEVEL OF SERVICE USING DELAY METHODOLOGY The levels of service at the unsignalized and signalized intersections are calculated using the delay methodology in the 2000 Highway Capacity Manual. This methodology views an intersection as consisting of several lane groups. A lane group is a set of lanes serving a movement. If there are two northbound left turn lanes, then the lane group serving the northbound left turn movement has two lanes. Similarly, there may be three lanes in the lane group serving the northbound through movement, one lane in the lane group serving the northbound right turn movement, and so forth. It is also possible for one lane to serve two lane groups. A shared lane might result in there being 1.5 lanes in the northbound left turn lane group and 2.5 lanes in the northbound through lane group. For each lane group, there is a capacity. That capacity is calculated by multiplying the number of lanes in the lane group times a theoretical maximum lane capacity per lane time's 12 adjustment factors. Each of the 12 adjustment factors has a value of approximately 1.00. A value less than 1.00 is generally assigned when a less than desirable condition occurs. The 12 adjustment factors are as follows: 1. Peak hour factor (to account for peaking within the peak hour) 2. Lane utilization factor (to account for not all lanes loading equally) 3. Lane width 4. Percent of heavy trucks 5. Approach grade 6. Parking 7. Bus stops at intersections 8. Area type (CBD or other) 9. Right turns 10. Left turns 11. Pedestrian activity 12. Signal progression The maximum theoretical lane capacity and the 12 adjustment factors for it are all unknowns for which approximate estimates have been recommended in the 2000 Highway Capacity Manual. For the most part, the recommended values are not based on statistical analysis but rather on educated estimates. However, it is possible to use the delay method and get reasonable results as will be discussed below. Once the lane group volume is known and the lane group capacity is known, a volume to capacity ratio can be calculated for the lane group. With a volume to capacity ratio calculated, average delay per vehicle in a lane group can be estimated. The average delay per vehicle in a lane group is calculated using a complex formula provided by the 2000 Highway Capacity Manual, which can be simplified and described as follows: Delay per vehicle in a lane group is a function of the following: 1. Cycle length 2. Amount of red time faced by a lane group 3. Amount of yellow time for that lane group 4. The volume to capacity ratio of the lane group The average delay per vehicle for each lane group is calculated, and eventually an overall average delay for all vehicles entering the intersection is calculated. This average delay per vehicle is then used to judge Level of Service. The Level of Services are defined in the table that follows this discussion. Experience has shown that when a maximum lane capacity of 1,900 vehicles per hour is used (as recommended in the 2000 Highway Capacity Manual), little or no yellow time penalty is used, and none of the 12 penalty factors are applied, calculated delay is realistic. The delay calculation for instance assumes that yellow time is totally unused. Yet experience shows that most of the yellow time is used. An idiosyncrasy of the delay methodology is that it is possible to add traffic to an intersection and reduce the average total delay per vehicle. If the average total delay is 30 seconds per vehicle for all vehicles traveling through an intersection, and traffic is added to a movement that has an average total delay of 15 seconds per vehicle, then the overall average total delay is reduced. The delay calculation for a lane group is based on a concept that the delay is a function of the amount of unused capacity available. As the volume approaches capacity and there is no more unused capacity available, then the delay rapidly increases. Delay is not proportional to volume, but rather increases rapidly as the unused capacity approaches zero. Because delay is not linearly related to volumes, the delay does not reflect how close an intersection is to overloading. If an intersection is operating at Level of Service C and has an average total delay of 18 seconds per vehicle, you know very little as to what percent the traffic can increase before Level of Service E is reached. LEVEL OF SERVICE DESCRIPTION' Average Total Delay Per Vehicle(Seconds) Level of Service Description Signalized Unsi nalized A Level of Service A occurs when progression is extremely favorable 0 to 10.00 0 to 10.00 and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay. B Level of Service B generally occurs with good progression and/or 10.01 to 20.00 10.01 to 15.00 short cycle lengths. More vehicles stop than for Level of Service A, causing higher levels of average total delay. C Level of Service C generally results when there is fair progression 20.01 to 35.00 15.01 to 25.00 and/or longer cycle lengths. Individual cycle failures may begin to appear in this level. The number of vehicles stopping is significant at this level, although many still pass through the intersection without stopping. D Level of Service D generally results in noticeable congestion. 35.01 to 55.00 25.01 to 35.00 Longer delays may result from some combination of unfavorable progression, long cycle lengths, or high volume to capacity ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable. E Level of Service E is considered to be the limit of acceptable delay. 55.01 to 80.00 35.01 to 50.00 These high delay values generally indicate poor progression, long cycle lengths, and high volume to capacity ratios. Individual cycle failures are frequent occurrences. F Level of Service F is considered to be unacceptable to most drivers. 80.01 and up 50.01 and up This condition often occurs with oversaturation, i.e., when arrival flow rates exceed the capacity of the intersection. It may also occur at high volume to capacity ratios below 1.00 with many individual cycle failures. Poor progression and long cycle lengths may also be major contributing causes to such delay levels. Source: Highway Capacity Manual Special Report 209,Transportation Research Board, National Research Council,Washington, D.C., 2000, Opening Year (2009) With Proiect Default Scenario Sun Apr 29, 2007 13:33:14 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 1.011 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 40.3 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I .Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 201 0 94 0 766 440 223 951 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 213 0 100 0 812 466 236 1008 0 Added Vol: 0 0 0 126 0 129 0 309 114 277 381 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 339 0 229 0 1121 580 513 1389 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 339 0 229 0 1121 580 513 1389 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 339 0 229 0 1121 580 513 1389 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 339 0 229 0 1121 580 513 1389 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.23 0.00 0.14 0.00 0.31 0.36 0.28 0.38 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.23 0.00 0.36 0.36 0.28 0.64 0.00 Volume/Cap: 0.00 0.00 0.00 1.01 0.00 0.62 0.00 0.87 1.01 1.01 0.60 0.00 Delay/Veh: 0.0 0.0 0.0 86.5 0.0 34.2 0.0 34.0 69.2 75.0 10.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 86.5 0.0 34.2 0.0 34.0 69.2 75.0 10.1 0.0 LOS by Move: A A A F A C A C E E B A HCM2kAvgQ: 0 0 0 15 0 7 0 19 23 21 12 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:34:07 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.465 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 178.2 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 377 0 70 0 959 479 315 1386 0 Added Vol: 0 0 0 435 0 171 0 543 164 310 509 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 812 0 241 0 1502 643 625 1895 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 812 0 241 0 1502 643 625 1895 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 812 0 241 0 1502 643 625 1895 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 812 0 241 0 1502 643 625 1895 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.56 0.00 0.15 0.00 0.42 0.40 0.35 0.53 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.38 0.00 0.38 0.00 0.28 0.28 0.24 0.52 0.00 Volume/Cap: 0.00 0.00 0.00 1.46 0.00 0.39 0.00 1.46 1.40 1.46 1.01 0.00 Delay/Veh: 0.0 0.0 0.0 256.1 0.0 27.6 0.0 258 236.5 267.6 51.7 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 256.1 0.0 27.6 0.0 258 236.5 267.6 51.7 0.0 LOS by Move: A A A F A C A F F F D A HCM2kAvgQ: 0 0 0 62 0 6 0 61 48 48 45 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:14 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.819 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.5 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------I---------------II---------------11---------------II---------------I Volume Module: Base Vol: 0 0 0 201 0 94 0 766 440 223 951 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 213 0 100 0 812 466 236 1008 0 Added Vol: 0 0 0 126 0 129 0 309 114 277 381 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 339 0 229 0 1121 580 513 1389 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 339 0 229 0 1121 580 513 1389 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 339 0 229 0 1121 580 513 1389 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 339 0 229 0 1121 580 513 1389 0 ------------I---------------II---------------II---------------II--------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.75 1.00 0.75 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.60 0.00 1.40 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2276 0 1999 0 3610 1615 3502 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.11 0.00 0.31 0.36 0.15 0.38 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.18 0.00 0.18 0.00 0.44 0.44 0.18 0.62 0.00 Volume/Cap: 0.00 0.00 0.00 0.82 0.00 0.63 0.00 0.71 0.82 0.82 0.62 0.00 Delay/Veh: 0.0 0.0 0.0 31.2 0.0 24.1 0.0 15.2 22.2 32.0 7.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 31.2 0.0 24.1 0.0 15.2 22.2 32.0 7.7 0.0 LOS by Move: A A A C A C A B C C A A HCM2kAvgQ: 0 0 0 6 0 4 0 10 12 7 9 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:58 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 1.016 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 52.4 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 377 0 70 0 959 479 315 1386 0 Added Vol: 0 0 0 435 0 171 0 543 164 310 509 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 812 0 241 0 1502 643 625 1895 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 812 0 241 0 1502 643 625 1895 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 812 0 241 0 1502 643 625 1895 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 812 0 241 0 1502 643 625 1895 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.73 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.77 0.00 1.23 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2448 0 1698 0 3800 1615 3610 3800 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.33 0.00 0.14 0.00 0.40 0.40 0.17 0.50 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.33 0.00 0.33 0.00 0.39 0.39 0.17 0.56 0.00 Volume/Cap: 0.00 0.00 0.00 1.02 0.00 0.43 0.00 1.02 1.02 1.02 0.89 0.00 Delay/Veh: 0.0 0.0 0.0 67.8 0.0 27.9 0.0 59.5 74.0 83.8 25.5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 67.8 0.0 27.9 0.0 59.5 74.0 83.8 25.5 0.0 LOS by Move: A A A E A C A E E F C A HCM2kAvgQ: 0 0 0 21 0 5 0 32 29 16 30 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:33:14 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 44.9 Worst Case Level Of Service: F[252.6] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 6 0 106 0 188 350 91 463 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 6 0 112 0 199 371 96 491 0 Added Vol: 0 0 0 122 0 94 0 137 0 249 95 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 128 0 206 0 336 371 345 586 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 128 0 206 0 336 371 345 586 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 128 0 206 0 336 371 345 586 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1798 xxxx 586 xxxx xxxx xxxxx 707 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 89 xxxx 514 xxxx xxxx xxxxx 901 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 62 xxxx 514 xxxx xxxx xxxxx 901 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 2.06 xxxx 0.40 xxxx xxxx xxxx 0.38 xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 12.2 xxxx 1.9 xxxx xxxx xxxxx 1.8 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 631.9 xxxx 16.6 xxxxx xxxx xxxxx 11.5 xxxx xxxxx LOS by Move: * * * F * C * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 252.6 xxxxxx xxxxxx ApproachLOS: * F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:34:07 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 741.8 Worst Case Level Of Service: F[2309.3] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 19 0 200 0 269 262 54 418 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 20 0 212 0 285 278 57 443 0 Added Vol: 0 0 0 433 0 164 0 304 0 292 99 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 453 0 376 0 589 278 349 542 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 453 0 376 0 589 278 349 542 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 453 0 376 0 589 278 349 542 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1969 xxxx 542 xxxx xxxx xxxxx 867 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 70 xxxx 544 xxxx xxxx xxxxx 785 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 45 xxxx 544 xxxx xxxx xxxxx 785 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 9.97 xxxx 0.69 xxxx xxxx xxxx 0.44 xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 54.1 xxxx 5.3 xxxx xxxx xxxxx 2.3 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 4205 xxxx 25.1 xxxxx xxxx xxxxx 13.2 xxxx xxxxx LOS by Move: * * * F * D * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 2309.3 xxxxxx xxxxxx ApproachLOS: * F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:14 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.570 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.5 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 2 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 6 0 106 0 188 350 91 463 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 6 0 112 0 199 371 96 491 0 Added Vol: 0 0 0 122 0 94 0 137 0 249 95 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 128 0 206 0 336 371 345 586 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 128 0 206 0 336 371 345 586 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 128 0 206 0 336 371 345 586 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 128 0 206 0 336 371 345 586 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 0.85 0.92 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 2.00 1.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 1900 1615 3502 1900 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.13 0.00 0.18 0.23 0.10 0.31 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.22 0.00 0.22 0.00 0.40 0.40 0.17 0.58 0.00 Volume/Cap: 0.00 0.00 0.00 0.39 0.00 0.57 0.00 0.44 0.57 0.57 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 20.6 0.0 22.9 0.0 13.4 15.1 24.1 8.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 20.6 0.0 22.9 0.0 13.4 15.1 24.1 8.3 0.0 LOS by Move: A A A C A C A B B C A A HCM2kAvgQ: 0 0 0 2 0 4 0 5 6 4 7 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:58 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.857 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 28.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 2 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 19 0 200 0 269 262 54 418 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 20 0 212 0 285 278 57 443 0 Added Vol: 0 0 0 433 0 164 0 304 0 292 99 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 453 0 376 0 589 278 349 542 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 453 0 376 0 589 278 349 542 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 453 0 376 0 589 278 349 542 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 453 0 376 0 589 278 349 542 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 0.85 0.92 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 2.00 1.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 1900 1615 3502 1900 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.31 0.00 0.23 0.00 0.31 0.17 0.10 0.29 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.00 0.35 0.35 0.13 0.49 0.00 Volume/Cap: 0.00 0.00 0.00 0.88 0.00 0.66 0.00 0.88 0.49 0.75 0.59 0.00 Delay/Veh: 0.0 0.0 0.0 38.4 0.0 23.3 0.0 35.3 19.6 37.9 14.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 38.4 0.0 23.3 0.0 35.3 19.6 37.9 14.8 0.0 LOS by ,Move: A A A D A C A D B D B A HCM2kAvgQ: 0 0 0 13 0 8 0 16 5 6 9 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:33:14 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.305 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 124.9 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II----------------I Volume Module: Base Vol: 0 0 0 503 0 215 0 413 219 537 686 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 533 0 228 0 438 232 569 727 0 Added Vol: 0 0 0 135 0 110 0 444 143 249 214 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 668 0 338 0 882 375 818 941 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 668 0 338 0 882 375 818 941 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 668 0 338 0 882 375 818 941 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 668 0 338 0 882 375 818 941 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.75 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.50 0.00 0.50 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2088 0 708 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.48 0.00 0.24 0.23 0.45 0.26 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.37 0.00 0.37 0.00 0.19 0.19 0.35 0.54 0.00 Volume/Cap: 0.00 0.00 0.00 0.88 0.00 1.31 0.00 1.30 1.24 1.30 0.49 0.00 Delay/Veh: 0.0 0.0 0.0 43.4 0.0 185.9 0.0 196 181.5 187.2 17.7 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 43.4 0.0 185.9 0.0 196 181.5 187.2 17.7 0.0 LOS by Move: A A A D A F A F F F B A HCM2kAvgQ: 0 0 0 18 0 46 0 32 25 55 11 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:34:07 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.796 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 241.6 Optimal Cycle: OPTIMIZED Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1± 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 781 0 307 0 655 195 428 679 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 828 0 325 0 694 207 454 720 0 Added Vol: 0 0 0 452 0 383 0 446 144 168 380 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1280 0 708 0 1140 351 622 1100 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1280 0 708 0 1140 351 622 1100 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1280 0 708 0 1140 351 622 1100 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 1280 0 708 0 1140 351 622 1100 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.75 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.48 0.00 0.52 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2054 0 741 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.62 0.00 0.96 0.00 0.32 0.22 0.34 0.30 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.53 0.00 0.53 0.00 0.18 0.18 0.19 0.37 0.00 Volume/Cap: 0.00 0.00 0.00 1.17 0.00 1.80 0.00 1.79 1.23 1.79 0.83 0.00 Delay/Veh: 0.0 0.0 0.0 111.8 0.0 390.9 0.0 413 181.0 417.1 38.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 111.8 0.0 390.9 0.0 413 181.0 417.1 38.9 0.0 LOS by Move: A A A F A F A F F F D A HCM2kAvgQ: 0 0 0 50 0 124 0 55 24 57 21 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:14 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.913 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 25.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 2 0 1! 0 1 0 0 3 0 1 2 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 503 0 215 0 413 219 537 686 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 533 0 228 0 438 232 569 727 0 Added Vol: 0 0 0 135 0 110 0 444 143 249 214 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 668 0 338 0 882 375 818 941 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 668 0 338 0 882 375 818 941 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 668 0 338 0 882 375 818 941 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 668 0 338 0 882 375 818 941 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.51 1.00 0.62 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 2.62 0.00 1.38 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 2523 0 1622 0 5187 1615 3502 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.26 0.00 0.21 0.00 0.17 0.23 0.23 0.18 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.28 0.00 0.28 0.00 0.26 0.26 0.26 0.52 0.00 Volume/Cap: 0.00 0.00 0.00 0.94 0.00 0.74 0.00 0.66 0.90 0.90 0.35 0.00 Delay/Veh: 0.0 0.0 0.0 36.1 0.0 21.7 0.0 21.1 43.4 33.2 8.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 36.1 0.0 21.7 0.0 21.1 43.4 33.2 8.6 0.0 LOS by Move: A A A D A C A C D C A A HCM2kAvgQ: 0 0 0 9 0 6 0 7 11 12 4 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:58 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 1.048 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 50.9 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 2 0 1! 0 1 0 0 3 0 1 2 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 781 0 307 0 655 195 428 679 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 828 0 325 0 694 207 454 720 0 Added Vol: 0 0 0 452 0 383 0 446 144 168 380 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1280 0 708 0 1140 351 622 1100 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1280 0 708 0 1140 351 622 1100 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1280 0 708 0 1140 351 622 1100 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 1280 0 708 0 1140 351 622 1100 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.50 1.00 0.60 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 2.59 0.00 1.41 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 2466 0 1610 0 5700 1615 3610 5700 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.52 0.00 0.44 0.00 0.20 0.22 0.17 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.49 0.00 0.49 0.00 0.21 0.21 0.17 0.37 0.00 Volume/Cap: 0.00 0.00 0.00 1.05 0.00 0.89 0.00 0.96 1.04 1.04 0.52 0.00 Delay/Veh: 0.0 0.0 0.0 59.2 0.0 25.8 0.0 52.4 95.7 85.5 22.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 59.2 0.0 25.8 0.0 52.4 95.7 85.5 22.1 0.0 LOS by Move: A A A E A C A D F F C A HCM2kAvgQ: 0 0 0 22 0 16 0 15 16 15 8 0 Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:33:14 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.978 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 43.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 351 0 431 0 0 0 45 922 0 0 823 358 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 372 0 457 0 0 0 48 977 0 0 872 379 Added Vol: 128 0 122 0 0 0 118 317 0 0 530 293 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 500 0 579 0 0 0 166 1294 0 0 1402 672 User Adj: 1.00 1.00 1.00 1.00 1.00, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 500 0 579 0 0 0 166 1294 0 0 1402 672 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 500 0 579 0 0 0 166 1294 0 0 1402 672 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 500 0 579 0 0 0 166 1294 0 0 1402 672 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.34 0.00 0.36 0.00 0.00 0.00 0.09 0.36 0.00 0.00 0.39 0.42 Crit Moves: **** **** **** Green/Cycle: 0.37 0.00 0.37 0.00 0.00 0.00 0.10 0.52 0.00 0.00 0.42 0.42 Volume/Cap: 0.94 0.00 0.98 0.00 0.00 0.00 0.96 0.69 0.00 0.00 0.91 0.98 Delay/Veh: 56.2 0.0 64.8 0.0 0.0 0.0 105.2 20.0 0.0 0.0 37.2 59.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.2 0.0 64.8 0.0 0.0 0.0 105.2 20.0 0.0 0.0 37.2 59.1 LOS by Move: E A E A A A F B A A D E HCM2kAvgQ: 20 0 24 0 0 0 9 17 0 0 26 28 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:34:08 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.395 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 170.8 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 518 0 572 0 0 0 74 1262 0 0 1183 235 Added Vol: 166 0 419 0 0 0 166 812 0 0 653 318 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 684 0 991 0 0 0 240 2074 0 0 1836 553 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 684 0 991 0 0 0 240 2074 0 0 1836 553 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 684 0 991 0 0 0 240 2074 0 0 1836 553 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 684 0 991 0 0 0 240 2074 0 0 1836 553 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.47 0.00 0.61 0.00 0.00 0.00 0.13 0.57 0.00 0.00 0.51 0.34 Crit Moves: **** **** **** Green/Cycle: 0.44 0.00 0.44 0.00 0.00 0.00 0.10 0.46 0.00 0.00 0.36 0.36 Volume/Cap: 1.06 0.00 1.40 0.00 0.00 0.00 1.39 1.25 0.00 0.00 1.39 0.94 Delay/Veh: 87.5 0.0 220.0 0.0 0.0 0.0 263.4 150 0.0 0.0 221 60.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.5 0.0 220.0 0.0 0.0 0.0 263.4 150 0.0 0.0 221 60.1 LOS by Move: F A F A A A F F A A F E HCM2kAvgQ: 35 0 71 0 0 0 19 68 0 0 70 24 ******************************************************************************** Note: Queue reported is the number of cars per lane. TraffiX 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:14 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.854 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 22.8 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 2 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 351 0 431 0 0 0 45 922 0 0 823 358 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 372 0 457 0 0 0 48 977 0 0 872 379 Added Vol: 128 0 122 0 0 0 118 317 0 0 530 293 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 500 0 579 0 0 0 166 1294 0 0 1402 672 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 500 0 0 0 0 0 166 1294 0 0 1402 672 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 500 0 0 0 0 0 166 1294 0 0 1402 672 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 500 0 0 0 0 0 166 1294 0 0 1402 672 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.60 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 2296 0 1900 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.00 0.00 0.00 0.00 0.09 0.36 0.00 0.00 0.39 0.42 Crit Moves: **** **** **** Green/Cycle: 0.25 0.00 0.00 0.00 0.00 0.00 0.13 0.60 0.00 0.00 0.48 0.48 Volume/Cap: 0.88 0.00 0.00 0.00 0.00 0.00 0.73 0.60 0.00 0.00 0.81 0.87 Delay/Veh: 43.5 0.0 0.0 0.0 0.0 0.0 45.5 10.3 0.0 0.0 21.0 29.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.5 0.0 0.0 0.0 0.0 0.0 45.5 10.3 0.0 0.0 21.0 29.5 LOS by Move: D A A A A A D B A A C C HCM2kAvgQ: 9 0 0 0 0 0 6 11 0 0 18 18 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:59 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 115 Critical Vol./Cap. (X) : 1.055 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 53.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------11---------------I Control: Permitted Permitted Protected Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 2 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 518 0 572 0 0 0 74 1262 0 0 1183 235 Added Vol: 166 0 419 0 0 0 166 812 0 0 653 318 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 684 0 991 0 0 0 240 2074 0 0 1836 553 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 684 0 0 0 0 0 240 2074 0 0 1836 553 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 684 0 0 0 0 0 240 2074 0 0 1836 553 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 684 0 0 0 0 0 240 2074 0 0 1836 553 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.59 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 2256 0 1900 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.00 0.00 0.00 0.00 0.13 0.57 0.00 0.00 0.51 0.34 Crit Moves: **** **** **** Green/Cycle: 0.28 0.00 0.00 0.00 0.00 0.00 0.13 0.61 0.00 0.00 0.49 0.49 Volume/Cap: 1.07 0.00 0.00 0.00 0.00 0.00 1.05 0.94 0.00 0.00 1.05 0.70 Delay/Veh: 98.8 0.0 0.0 0.0 0.0 0.0 122.2 28.5 0.0 0.0 64.2 26.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 98.8 0.0 0.0 0.0 0.0 0.0 122.2 28.5 0.0 0.0 64.2 26.0 LOS by Move: F A A A A A F C A A E C HCM2kAvgQ: 20 0 0 0 0 0 14 40 0 0 45 16 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:33:14 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 358.5 Worst Case Level Of Service: F[1146.5) ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 395 0 43 0 0 0 131 63 0 0 159 1 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 419 0 46 0 0 0 139 67 0 0 169 1 Added Vol: 0 0 108 0 0 0 97 162 0 0 345 286 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 419 0 154 0 0 0 236 229 0 0 514 287 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 419 0 154 0 0 0 236 229 0 0 514 287 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 419 0 154 0 0 0 236 229 0 0 514 287 Critical Gap Module: Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 1358 xxxx 229 xxxx xxxx xxxxx 801 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 166 xxxx 815 xxxx xxxx xxxxx 831 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 129 xxxx 815 xxxx xxxx xxxxx 831 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 3.23 xxxx 0.19 xxxx xxxx xxxx 0.28 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 1.2 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 11.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 167 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 54.6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 1146 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F ApproachDel: 1146.5 xxxxxx xxxxxx xxxxxx ApproachLOS: F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:34:08 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 1040.6 Worst Case Level Of Service: F[3619.0] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 330 0 35 0 0 0 116 172 0 0 142 10 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 350 0 37 0 0 0 123 182 0 0 151 11 Added Vol: 0 0 386 0 0 0 166 571 0 0 391 324 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 350 0 423 0 0 0 289 753 0 0 542 335 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 350 0 423 0 0 0 289 753 0 0 542 335 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 350 0 423 0 0 0 289 753 0 0 542 335 Critical Gap Module: Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 2040 xxxx 753 xxxx xxxx xxxxx 876 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 63 xxxx 413 xxxx xxxx xxxxx 779 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 45 xxxx 413 xxxx xxxx xxxxx 779 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 7.81 xxxx 1.03 xxxx xxxx xxxx 0.37 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 1.7 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 12.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 87 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 88.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 3619 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F ApproachDel: 3619.0 xxxxxx xxxxxx xxxxxx ApproachLOS: F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:15 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.843 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 27.7 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 395 0 43 0 0 0 131 63 0 0 159 1 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 419 0 46 0 0 0 139 67 0 0 169 1 Added Vol: 0 0 108 0 0 0 97 162 0 0 345 286 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 419 0 154 0 0 0 236 229 0 0 514 287 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 419 0 154 0 0 0 236 229 0 0 514 287 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 419 0 154 0 0 0 236 229 0 0 514 287 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 419 0 154 0 0 0 236 229 0 0 514 287 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.29 0.00 0.10 0.00 0.00 0.00 0.13 0.12 0.00 0.00 0.27 0.18 Crit Moves: **** **** **** Green/Cycle: 0.34 0.00 0.34 0.00 0.00 0.00 0.16 0.48 0.00 0.00 0.32 0.32 Volume/Cap: 0.84 0.00 0.28 0.00 0.00 0.00 0.84 0.25 0.00 0.00 0.84 0.55 Delay/Veh: 32.3 0.0 15.9 0.0 0.0 0.0 46.8 10.3 0.0 0.0 30.9 19.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.3 0.0 15.9 0.0 0.0 0.0 46.8 10.3 0.0 0.0 30.9 19.6 LOS by Move: C A B A A A D B A A C B HCM2kAvgQ: 11 0 2 0 0 0 7 3 0 0 13 5 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:59 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.867 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 28.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 330 0 35 0 0 0 116 172 0 0 142 10 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 350 0 37 0 0 0 123 182 0 0 151 11 Added Vol: 0 0 386 0 0 0 166 571 0 0 391 324 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 350 0 423 0 0 0 289 753 0 0 542 335 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 350 0 423 0 0 0 289 753 0 0 542 335 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 350 0 423 0 0 0 289 753 0 0 542 335 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 350 0 423 0 0 0 289 753 0 0 542 335 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.26 0.00 0.00 0.00 0.16 0.40 0.00 0.00 0.29 0.21 Crit Moves: **** **** **** Green/Cycle: 0.30 0.00 0.30 0.00 0.00 0.00 0.18 0.51 0.00 0.00 0.33 0.33 Volume/Cap: 0.79 0.00 0.87 0.00 0.00 0.00 0.87 0.77 0.00 0.00 0.87 0.63 Delay/Veh: 30.3 0.0 36.6 0.0 0.0 0.0 46.4 16.6 0.0 0.0 32.8 20.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 30.3 0.0 36.6 0.0 0.0 0.0 46.4 16.6 0.0 0.0 32.8 20.9 LOS by Move: C A D A A A D B A A C C HCM2kAvgQ: 9 0 11 0 0 0 9 14 0 0 14 7 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:33:15 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.485 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 122.2 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 166 0 310 0 0 0 205 766 0 0 1130 810 Added Vol: 70 0 87 0 0 0 320 259 0 0 394 402 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 236 0 397 0 0 0 525 1025 0 0 1524 1212 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 236 0 397 0 0 0 525 1025 0 0 1524 1212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 236 0 397 0 0 0 525 1025 0 0 1524 1212 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 236 0 397 0 0 0 525 1025 0 0 1524 1212 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.53 0.00 1.47 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 800 0 2108 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.19 0.00 0.00 0.00 0.29 0.28 0.00 0.00 0.42 0.75 Crit Moves: **** **** **** Green/Cycle: 0.20 0.00 0.20 0.00 0.00 0.00 0.20 0.70 0.00 0.00 0.51 0.51 Volume/Cap: 1.49 0.00 0.95 0.00 0.00 0.00 1.48 0.40 0.00 0.00 0.83 1.48 Delay/Veh: 280.5 0.0 70.2 0.0 0.0 0.0 280.8 7.6 0.0 0.0 28.9 254.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 280.5 0.0 70.2 0.0 0.0 0.0 280.8 7.6 0.0 0.0 28.9 254.1 LOS by Move: F A E A A A F A A A C F HCM2kAvgQ: 36 0 14 0 0 0 42 8 0 0 27 93 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:34:08 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.516 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 135.0 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II--------------- Volume Module: Base Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 248 0 590 0 0 0 200 1322 0 0 925 583 Added Vol: 191 0 284 0 0 0 241 656 0 0 357 264 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 439 0 874 0 0 0 441 1978 0 0 1282 847 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 439 0 874 0 0 0 441 1978 0 0 1282 847 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 439 0 874 0 0 0 441 1978 0 0 1282 847 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 439 0 874 0 0 0 441 1978 0 0 1282 847 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.49 0.00 1.51 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 738 0 2171 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.60 0.00 0.40 0.00 0.00 0.00 0.24 0.55 0.00 0.00 0.36 0.52 Crit Moves: **** **** **** Green/Cycle: 0.39 0.00 0.39 0.00 0.00 0.00 0.16 0.51 0.00 0.00 0.35 0.35 Volume/Cap: 1.52 0.00 1.03 0.00 0.00 0.00 1.51 1.08 0.00 0.00 1.03 1.51 Delay/Veh: 274.9 0.0 68.6 0.0 0.0 0.0 299.0 75.6 0.0 0.0 71.5 280.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 274.9 0.0 68.6 0.0 0.0 0.0 299.0 75.6 0.0 0.0 71.5 280.0 LOS by Move: F A E A A A F E A A E F HCM2kAvgQ: 71 0 29 0 0 0 36 52 0 0 33 67 Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:15 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.913 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 21.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 1! 0 1 0 0 0 0 0 2 0 3 0 0 0 0 3 0 2 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 166 0 310 0 0 0 205 766 0 0 1130 810 Added Vol: 70 0 87 0 0 0 320 259 0 0 394 402 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 236 0 397 0 0 0 525 1025 0 0 1524 1212 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 236 0 397 0 0 0 525 1025 0 0 1524 1212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 236 0 397 0 0 0 525 1025 0 0 1524 1212 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 236 0 397 0 0 0 525 1025 0 0 1524 1212 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.76 1.00 1.00 1.00 0.92 0.91 1.00 1.00 0.91 0.75 Lanes: 1.37 0.00 1.63 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 2.00 Final Sat. : 1993 0 2360 0 0 0 3502 5187 0 0 5187 2842 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.00 0.17 0.00 0.00 0.00 0.15 0.20 0.00 0.00 0.29 0.43 Crit Moves: **** **** **** Green/Cycle: 0.18 0.00 0.18 0.00 0.00 0.00 0.16 0.63 0.00 0.00 0.47 0.47 Volume/Cap: 0.64 0.00 0.91 0.00 0.00 0.00 0.91 0.31 0.00 0.00 0.63 0.91 Delay/Veh: 26.0 0.0 42.0 0.0 0.0 0.0 45.8 5.6 0.0 0.0 13.6 25.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 26.0 0.0 42.0 0.0 0.0 0.0 45.8 5.6 0.0 0.0 13.6 25.9 LOS by Move: C A D A A A D A A A B C HCM2kAvgQ: 4 0 9 0 0 0 9 4 0 0 9 18 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:59 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.951 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 29.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 1! 0 1 0 0 0 0 0 2 0 3 0 0 0 0 3 0 2 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 248 0 590 0 0 0 200 1322 0 0 925 583 Added Vol: 191 0 284 0 0 0 241 656 0 0 357 264 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 439 0 874 0 0 0 441 1978 0 0 1282 847 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 439 0 874 0 0 0 441 1978 0 0 1282 847 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 439 0 874 0 0 0 441 1978 0 0 1282 847 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 439 0 874 0 0 0 441 1978 0 0 1282 847 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.76 1.00 1.00 1.00 0.92 0.91 1.00 1.00 0.91 0.75 Lanes: 1.33 0.00 1.67 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 2.00 Final Sat. : 1923 0 2401 0 0 0 3502 5187 0 0 5187 2842 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.36 0.00 0.00 0.00 0.13 0.38 0.00 0.00 0.25 0.30 Crit Moves: **** **** **** Green/Cycle: 0.38 0.00 0.38 0.00 0.00 0.00 0.14 0.45 0.00 0.00 0.31 0.31 Volume/Cap: 0.61 0.00 0.97 0.00 0.00 0.00 0.88 0.84 0.00 0.00 0.80 0.97 Delay/Veh: 18.1 0.0 38.2 0.0 0.0 0.0 46.0 20.0 0.0 0.0 25.2 46.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.1 0.0 38.2 0.0 0.0 0.0 46.0 20.0 0.0 0.0 25.2 46.1 LOS by Move: B A D A A A D C A A C D HCM2kAvgQ: 7 0 17 0 0 0 8 17 0 0 12 16 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:33:15 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.833 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 35.1 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 65 103 44 75 104 259 276 973 104 112 857 218 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 69 109 47 80 110 275 293 1031 110 , 119 908 231 Added Vol: 37 34 25 17 15 10 8 417 13 13 776 13 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 106 143 72 97 125 285 301 1448 123 132 1684 244 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 106 143 72 97 125 285 301 1448 123 132 1684 244 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 106 143 72 97 125 285 301 1448 123 132 1684 244 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' 1.00 1.00 1.00 1.00 Final Vol. : 106 143 72 97 125 285 301 1448 123 132 1684 244 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.64 0.95 0.95 0.46 1.00 0.85 0.95 0.95 0.85 0.95 0.89 0.89 Lanes: 1.00 0.67 0.33 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.62 0.38 Final Sat. : 1208 1203 602 872 1900 1615 1805 3610 1615 1805 4444 644 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.12 0.12 0.11 0.07 0.18 0.17 0.40 0.08 0.07 0.38 0.38 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.19 0.52 0.52 0.11 0.44 0.44 Volume/Cap: 0.38 0.51 0.51 0.47 0.28 0.76 0.86 0.77 0.15 0.67 0.86 0.86 Delay/Veh: 39.5 41.1 41.1 41.4 38.1 51.3 65.9 24.6 14.8 60.0 34.0 34.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.5 41.1 41.1 41.4 38.1 51.3 65.9 24.6 14.8 60.0 34.0 34.0 LOS by Move: D D D D D D E C B E C C HCM2kAvgQ: 4 7 7 4 4 11 14 23 2 6 26 26 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:34:08 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.264 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 94.0 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 90 39 133 96 49 234 167 1519 148 84 1094 71 Added Vol: 25 38 59 58 52 13 13 1177 41 69 934 61 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 115 77 192 154 101 247 180 2696 189 153 2028 132 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 115 77 192 154 101 247 180 2696 189 153 2028 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 77 192 154 101 247 180 2696 189 153 2028 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 115 77 192 154 101 247 180 2696 189 153 2028 132 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.68 0.89 0.89 0.31 1.00 0.85 0.95 0.95 0.85 0.95 0.90 0.90 Lanes: 1.00 0.29 0.71 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.82 0.18 Final Sat. : 1290 488 1209 585 1900 1615 1805 3610 1615 1805 4826 314 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.16 0.16 0.26 0.05 0.15 0.10 0.75 0.12 0.08 0.42 0.42 Crit Moves: **** **** **** Green/Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.13 0.58 0.58 0.08 0.53 0.53 Volume/Cap: 0.44 0.77 0.77 1.29 0.26 0.75 0.79 1.29 0.20 1.02 0.79 0.79 Delay/Veh: 42.8 55.5 55.5 227.1 40.4 53.9 67.0 160 12.2 132.5 23.9 23.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 42.8 55.5 55.5 227.1 40.4 53.9 67.0 160 12.2 132.5 23.9 23.9 LOS by Move: D E E F D D E F B F C C HCM2kAvgQ: 4 11 11 12 3 10 8 91 3 10 24 24 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:15 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.787 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 31.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 65 103 44 75 104 259 276 973 104 112 857 218 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 69 109 47 80 110 275 293 1031 110 119 908 231 Added Vol: 37 34 25 17 15 10 8 417 13 13 776 13 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 106 143 72 97 125 285 301 1448 123 132 1684 244 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 106 143 72 97 125 285 301 1448 123 132 1684 244 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 106 143 72 97 125 285 301 1448 123 132 1684 244 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 106 143 72 97 125 285 301 1448 123 132 1684 244 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.66 1.00 0.85 0.63 1.00 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1258 1900 1615 1195 1900 1615 1805 5187 1615 1805 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.04 0.08 0.07 0.18 0.17 0.28 0.08 0.07 0.32 0.15 Crit Moves: **** **** **** Green/Cycle: 0.27 0.27 0.27 0.27 0.27 0.27 0.20 0.43 0.43 0.15 0.38 0.38 Volume/Cap: 0.32 0.28 0.17 0.30 0.25 0.66 0.85 0.64 0.18 0.49 0.85 0.39 Delay/Veh: 31.4 30.8 29.7 31.3 30.5 38.1 57.4 24.1 18.4 42.6 33.0 23.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.4 30.8 29.7 31.3 30.5 38.1 57.4 24.1 18.4 42.6 33.0 23.9 LOS by Move: C C C C C D E C B D C C HCM2kAvgQ: 3 4 2 3 3 9 12 14 2 4 21 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:59 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.874 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 34.4 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 90 39 133 96 49 234 167 1519 148 84 1094 71 Added Vol: 25 38 59 58 52 13 13 1177 41 69 934 61 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 115 77 192 154 101 247 180 2696 189 153 2028 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 115 77 192 154 101 247 180 2696 189 153 2028 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 77 192 154 101 247 180 2696 189 153 2028 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 115 77 192 154 101 247 180 2696 189 153 2028 132 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.69 1.00 0.85 0.71 1.00 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1302 1900 1615 1341 1900 1615 1805 5187 1615 1805 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.04 0.12 0.12 0.05 0.15 0.10 0.52 0.12 0.08 0.39 0.08 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.13 0.54 0.54 0.09 0.50 0.50 Volume/Cap: 0.38 0.17 0.51 0.49 0.23 0.66 0.78 0.95 0.22 0. 95 0.78 0.16 Delay/Veh: 39.5 36.9 41.2 41.1 37.5 45.8 65.6 34.6 14.2 111.8 25.7 16.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.5 36.9 41.2 41.1 37.5 45.8 65.6 34.6 14.2 111.8 25.7 16.1 LOS by Move: D D D D D D E C B F C B HCM2kAvgQ: 4 2 7 5 3 9 8 40 4 9 23 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:33:15 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 115 Critical Vol./Cap. (X) : 0.780 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 27.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 1 1 5 13 1 257 236 855 1 8 929 109 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1 1 5 14 1 272 250 906 1 8 985 116 Added Vol: 114 23 39 5 8 15 13 296 44 14 625 9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 115 24 44 19 9 287 263 1202 45 22 1610 125 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 115 24 44 19 9 287 263 1202 45 22 1610 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 24 44 19 9 287 263 1202 45 22 1610 125 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 115 24 44 19 9 287 263 1202 45 22 1610 125 ------------I---------------II---------------II---------------II-----=---------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.75 0.90 0.90 0.85 0.85 0.85 0.92 0.95 0.95 0.95 0.95 0.85 Lanes: 1.00 0.35 0.65 0.67 0.33 1.00 2.00 1.93 0.07 1.00 2.00 1.00 Final Sat. : 1416 604 1112 1086 524 1615 3502 3462 130 1805 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.04 0.04 0.02 0.02 0.18 0.08 0.35 0.35 0.01 0.45 0.08 Crit Moves: **** **** **** Green/Cycle: 0.24 0.24 0.24 0.24 0.24 0.24 0.09 0.52 0.52 0.13 0.56 0.56 Volume/Cap: 0.33 0.16 0.16 0.07 0.07 0.73 0.80 0.67 0.67 0.10 0.80 0.14 Delay/Veh: 36.4 34.5 34.5 33.6 33.6 46.9 63.9 21.1 21.1 44.2 22.6 12.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.4 34.5 34.5 33.6 33.6 46.9 63.9 21.1 21.1 44.2 22.6 12.2 LOS by Move: D C C C C D E C C D C B HCM2kAvgQ: 4 2 2 1 1 11 7 17 17 1 25 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:34:08 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.778 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 35.9 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 5 1 6 15 1 115 93 1049 6 2 1058 10 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 5 1 6 16 1 122 99 1112 6 2 1121 11 Added Vol: 90 19 40 11 29 19 19 821 138 55 593 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 95 20 46 27 30 141 118 1933 144 57 1714 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 20 46 27 30 141 118 1933 144 57 1714 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 20 46 27 30 141 118 1933 144 57 1714 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 95 20 46 27 30 141 118 1933 144 57 1714 18 ------------I---------------II---------------II-------=-------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 0.90 0.90 0.87 0.87 0.85 0.92 0.94 0.94 0.95 0.95 0.85 Lanes: 1.00 0.30 0.70 0.47 0.53 1.00 2.00 1.86 0.14 1.00 2.00 1.00 Final Sat. : 1372 514 1187 778 869 1615 3502 3326 248 1805 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.04 0.04 0.03 0.03 0.09 0.03 0.58 0.58 0.03 0.47 0.01 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.10 0.58 0.58 0.08 0.57 0.57 Volume/Cap: 0.30 0.17 0.17 0.15 0.15 0.37 0.34 1.00 1.00 0.38 0.84 0.02 Delay/Veh: 38.4 36.9 36.9 36.7 36.7 39.3 50.9 43.7 43.7 53.7 24.6 11.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.4 36.9 36.9 36.7 36.7 39.3 50.9 43.7 43.7 53.7 24.6 11.4 LOS by Move: D D D D D D D D D D C B HCM2kAvgQ: 3 2 2 2 2 5 2 48 48 2 29 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:33:15 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 39.5 Worst Case Level Of Service: F[122.0] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 6 3 0 0 5 120 98 0 8 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 6 3 0 0 5 127 104 0 8 0 0 0 Added Vol: 585 123 0 0 50 46 14 0 257 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 591 126 0 0 55 173 118 0 265 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 591 126 0 0 55 173 118 0 265 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 591 126 0 0 55 173 118 0 265 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 229 xxxx xxxxx xxxx xxxx xxxxx 1364 xxxx 55 xxxx xxxx xxxxx Potent Cap. : 1352 xxxx xxxxx xxxx xxxx xxxxx 164 xxxx 1017 xxxx xxxx xxxxx Move Cap. : 1352 xxxx xxxxx xxxx xxxx xxxxx 78 xxxx 1017 xxxx xxxx xxxxx Volume/Cap: 0.44 xxxx xxxx xxxx xxxx xxxx 1.51 xxxx 0.26 xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 2.3 xxxx xxxxx xxxx xxxx xxxxx 9.6 xxxx 1.0 xxxx xxxx xxxxx Control Del: 9.7 xxxx xxxxx xxxxx xxxx xxxxx 374.8 xxxx 9.8 xxxxx xxxx xxxxx LOS by Move: A * * * * * F * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 2.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 9.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * ApproachDel: xxxxxx xxxxxx 122.0 xxxxxx ApproachLOS: * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:34:09 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 800.0 Worst Case Level Of Service: F[1599.73 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 10 3 0 0 3 142 199 0 8 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 11 3 0 0 3 151 211 0 8 0 0 0 Added Vol: 688 129 0 0 175 27 50 0 907 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 699 132 0 0 178 178 261 0 915 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 699 132 0 0 178 178 261 0 915 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 699 132 0 0 178 178 261 0 915 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 356 xxxx xxxxx xxxx xxxx xxxxx 1708 xxxx 178 xxxx xxxx xxxxx Potent Cap. : 1214 xxxx xxxxx xxxx xxxx xxxxx 101 xxxx 870 xxxx xxxx xxxxx Move Cap. : 1214 xxxx xxxxx xxxx xxxx xxxxx 17 xxxx 870 xxxx xxxx xxxxx Volume/Cap: 0.58 xxxx xxxx xxxx xxxx xxxx 15.53 xxxx 1.05 xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 3.8 xxxx xxxxx xxxx xxxx xxxxx 33.4 xxxx 21.6 xxxx xxxx xxxxx Control Del: 11.9 xxxx xxxxx xxxxx xxxx xxxxx 6978 xxxx 66.7 xxxxx xxxx xxxxx LOS by Move: B * * * * * F * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 3.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 11.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: B * ApproachDel: xxxxxx xxxxxx 1599.7 xxxxxx ApproachLOS: * * F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:15 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.501 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 23.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Permitted Permitted Rights: Include Include Ignore Include Min. Green: 10 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 .0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 6 3 0 0 5 120 98 0 8 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 6 3 0 0 5 127 104 0 8 0 0 0 Added Vol: 585 123 0 0 50 46 14 0 257 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 591 126 0 0 55 173 118 0 265 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 591 126 0 0 55 173 118 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 591 126 0 0 55 173 118 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 591 126 0 0 55 173 118 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.77 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1461 0 1900 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.33 0.07 0.00 0.00 0.03 0.11 0.08 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.49 0.68 0.00 0.00 0.19 0.19 0.19 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.66 0.10 0.00 0.00 0.15 0.57 0.43 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 19.9 5.1 0.0 0.0 32.3 37.4 35.0 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 19.9 5.1 0.0 0.0 32.3 37.4 35.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: B A A A C D C A A A A A HCM2kAvgQ: 14 1 0 0 1 5 3 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:39:00 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.755 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 32.7 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Permitted Permitted Rights: Include Include Ignore Include Min. Green: 10 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 10 3 0 0 3 142 199 0 8 0 0 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 11 3 0 0 3 151 211 0 8 0 0 0 Added Vol: 688 129 0 0 175 27 50 0 907 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 699 132 0 0 178 178 261 0 915 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 699 132 0 0 178 178 261 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 699 132 0 0 178 178 261 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 699 132 0 0 178 178 261 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.77 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1461 0 1900 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.39 0.07 0.00 0.00 0.09 0.11 0.18 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.47 0.66 0.00 0.00 0.19 0.19 0.22 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.83 0.11 0.00 0.00 0.49 0.58 0.83 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 28.7 6.0 0.0 0.0 35.5 37.8 51.8 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.7 6.0 0.0 0.0 35.5 37.8 51.8 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A D D D A A A A A HCM2kAvgQ: 20 1 0 0 5 6 10 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:16 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.307 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.4 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 2 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 252 39 216 91 0 0 0 0 78 0 456 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 252 39 216 91 0 0 0 0 78 0 456 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 252 39 216 91 0 0 0 0 78 0 456 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 252 39 216 91 0 0 0 0 78 0 456 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 252 39 216 91 0 0 0 0 78 0 456 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.92 1.00 1.00 1.00 1.00 1.00 0.80 1.00 0.85 Lanes: 0.00 1.00 1.00 2.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1615 3502 1900 0 0 0 0 1516 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.02 0.06 0.05 0.00 0.00 0.00 0.00 0.05 0.00 0.28 Crit Moves: **** **** **** Green/Cycle: 0.00 0.33 0.33 0.17 0.50 0.00 0.00 0.00 0.00 0.30 0.00 0.47 Volume/Cap: 0.00 0.40 0.07 0.37 0.10 0.00 0.00 0.00 0.00 0.17 0.00 0.60 Delay/Veh: 0.0 15.8 13.7 22.6 7.9 0.0 0.0 0.0 0.0 15.7 0.0 13.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 15.8 13.7 22.6 7.9 0.0 0.0 0.0 0.0 15.7 0.0 13.3 LOS by Move: A B B C A A A A A B A B HCM2kAvgQ: 0 4 1 2 1 0 0 0 0 1 0 7 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:39:00 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.809 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 25.6 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 2 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 240 130 742 341 0 0 0 0 102 0 576 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 240 130 742 341 0 0 0 0 102 0 576 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 240 130 742 341 0 0 0 0 102 0 576 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 240 130 742 341 0 0 0 0 102 0 576 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 240 130 742 341 0 0 0 0 102 0 576 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.92 1.00 1.00 1.00 1.00 1.00 0.79 1.00 0.85 Lanes: 0.00 1.00 1.00 2.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1615 3502 1900 0 0 0 0 1493 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.08 0.21 0.18 0.00 0.00 0.00 0.00 0.07 0.00 0.36 Crit Moves: **** **** **** Green/Cycle: 0.00 0.21 0.21 0.24 0.45 0.00 0.00 0.00 0.00 0.41 0.00 0.65 Volume/Cap: 0.00 0.60 0.38 0.88 0.40 0.00 0.00 0.00 0.00 0.17 0.00 0.55 Delay/Veh: 0.0 32.7 29.4 41.5 15.8 0.0 0.0 0.0 0.0 16.2 0.0 8.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 32.7 29.4 41.5 15.8 0.0 0.0 0.0 0.0 16.2 0.0 8.9 LOS by Move: A C C D B A A A A B A A HCM2kAvgQ: 0 6 3 13 6 0 0 0 0 2 0 9 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Sun Apr 29, 2007 13:46:14 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.144 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 14.5 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 55 28 38 117 0 0 0 0 83 0 109 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 55 28 38 117 0 0 0 0 83 0 109 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 55 28 38 117 0 0 0 0 83 0 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 55 28 38 117 0 0 0 0 83 0 109 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 55 28 38 117 0 0 0 0 83 0 109 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 0.80 1.00 0.85 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1615 1805 1900 0 0 0 0 1526 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.03 0.02 0.02 0.06 0.00 0.00 0.00 0.00 0.05 0.00 0.07 Crit Moves: **** **** **** Green/Cycle: 0.00 0.28 0.28 0.15 0.43 0.00 0.00 0.00 0.00 0.38 0.00 0.38 Volume/Cap: 0.00 0.10 0.06 0.14 0.14 0.00 0.00 0.00 0.00 0.14 0.00 0.18 Delay/Veh: 0.0 17.6 17.4 24.0 11.3 0.0 0.0 0.0 0.0 13.1 0.0 13.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.6 17.4 24.0 11.3 0.0 0.0 0.0 0.0 13.1 0.0 13.3 LOS by Move: A B B C B A A A A B A B HCM2kAvgQ: 0 1 0 1 1 0 0 0 0 1 0 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Sun Apr 29, 2007 13:46:55 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.284 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 16.4 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 185 99 139 143 0 0 0 0 61 0 92 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 185 99 139 143 0 0 0 0 61 0 92 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 185 99 139 143 0 0 0 0 61 0 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 185 99 139 143 0 0 0 0 61 0 92 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 185 99 139 143 0 0 0 0 61 0 92 ------------I---------------II---------------If---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 0.81 1.00 0.85 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1615 1805 1900 0 0 0 0 1535 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.10 0.06 0.08 0.08 0.00 0.00 0.00 0.00 0.04 0.00 0.06 Crit Moves: **** **** **** Green/Cycle: 0.00 0.30 0.30 0.24 0.54 0.00 0.00 0.00 0.00 0.28 0.00 0.28 Volume/Cap: 0.00 0.32 0.20 0.32 0.14 0.00 0.00 0.00 0.00 0.14 0.00 0.21 Delay/Veh: 0.0 17.9 17.1 20.9 7.5 0.0 0.0 0.0 0.0 17.9 0.0 18.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.9 17.1 20.9 7.5 0.0 0.0 0.0 0.0 17.9 0.0 18.2 LOS by Move: A B B C A A A A A B A B HCM2kAvgQ: 0 3 2 3 1 0 0 0 0 1 0 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:33:16 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Average Delay (sec/veh) : 11.2 Worst Case Level Of Service: C[ 16.4) ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------ ---------------II---------------II---------------11---------------I Volume Module: Base Vol: 131 1 0 0 3 1 49 0 74 0 0 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 139 1 0 0 3 1 52 0 78 0 0 0 Added Vol: 0 32 0 0 74 126 51 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 139 33 0 0 77 127 103 0 78 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 33 0 0 77 127 103 0 78 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 139 33 0 0 77 127 103 0 78 0 0 0 Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------ ---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 284 245 xxxxx xxxx 284 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 673 660 xxxxx xxxx 628 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 469 580 xxxxx xxxx 552 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.30 0.06 xxxx xxxx 0.14 0.14 0.11 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 487 xxxx xxxxx xxxx xxxx 727 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 1.6 xxxx xxxxx xxxxx xxxx 1.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 16.4 xxxx xxxxx xxxxx xxxx 11.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: C * * * * B ApproachDel: 16.4 11.9 xxxxxx xxxxxx ApproachLOS: C B ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:34:10 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Average Delay (sec/veh) : 52.1 Worst Case Level Of Service: F[175.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 1 0 0 4 1 1 0 416 0 0 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 197 1 0 0 4 1 1 0 441 0 0 0 Added Vol: 0 104 0 0 76 128 180 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 197 . 105 0 0 80 129 181 0 441 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 197 105 0 0 80 129 181 0 441 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 197 105 0 0 80 129 181 0 441 0 0 0 Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 623 583 xxxxx xxxx 803 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 402 427 xxxxx xxxx 319 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 216 331 xxxxx xxxx 248 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.91 0.32 xxxx xxxx 0.32 0.14 0.20 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.7 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 245 xxxx xxxxx xxxx xxxx 448 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 14.8 xxxx xxxxx xxxxx xxxx 2.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:175.8 xxxx xxxxx xxxxx xxxx 19.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: F * * * * C ApproachDel: 175.8 19.9 xxxxxx xxxxxx ApproachLOS: F C ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:16 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.217 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.9 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 18 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1 0 0 3 1 49 0 74 0 0 0 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 139 1 0 0 3 1 52 0 78 0 0 0 Added Vol: 0 32 0 0 74 126 51 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 139 33 0 0 77 127 103 0 78 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 33 0 0 77 127 103 0 78 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 139 33 0 0 77 127 103 0 78 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 139 33 0 0 77 127 103 0 78 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.71 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1341 1900 0 0 1900 1615 1461 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.02 0.00 0.00 0.04 0.08 0.07 0.00 0.05 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.48 0.48 0.00 0.00 0.48 0.48 0.32 0.00 0.32 0.00 0.00 0.00 Volume/Cap: 0.22 0.04 0.00 0.00 0.09 0.17 0.22 0.00 0.15 0.00 0.00 0.00 Delay/Veh: 9.4 8.4 0.0 0.0 8.6 9.0 15.0 0.0 14.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 9.4 8.4 0.0 0.0 8.6 9.0 15.0 0.0 14.5 0.0 0.0 0.0 LOS by Move: A A A A A A B A B A A A HCM2kAvgQ: 2 0 0 0 1 1 2 0 1 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:39:00 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.526 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 13.3 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 18 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 1 0 0 4 1 1 0 416 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 197 1 0 0 4 1 1 0 441 0 0 0 Added Vol: 0 104 0 0 76 128 180 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 197 105 0 0 80 129 181 0 441 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 197 105 0 0 80 129 181 0 441 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0. Reduced Vol: 197 105 0 0 80 129 181 0 441 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 197 105 0 0 80 129 181 0 441 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.70 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1338 1900 0 0 1900 1615 1461 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.06 0.00 0.00 0.04 0.08 0.12 0.00 0.27 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.30 0.30 0.00 0.00 0.30 0.30 0.50 0.00 0.50 0.00 0.00 0.00 Volume/Cap: 0.49 0.18 0.00 0.00 0.14 0.27 0.25 0.00 0.55 0.00 0.00 0.00 Delay/Veh: 18.2 15.7 0.0 0.0 15.5 16.3 8.7 0.0 11.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.2 15.7 0.0 0.0 15.5 16.3 8.7 0.0 11.1 0.0 0.0 0.0 LOS by Move: B B A A B B A A B A A A HCM2kAvgQ: 4 2 0 0 1 2 2 0 6 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:33:16 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.444 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 18.9 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 72 157 10 1 447 15 16 3 106 40 5 2 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 76 166 11 1 474 16 17 3 112 42 5 2 Added Vol: 29 114 0 0 222 4 1 0 72 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 105 280 11 1 696 20 18 3 184 42 5 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 105 280 11 1 696 20 18 3 184 42 5 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 105 280 11 1 696 20 18 3 184 42 5 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 105 280 11 1 696 20 18 3 184 42 5 2 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.95 0.95 0.76 0.85 0.85 0.58 0.96 0.96 Lanes: 1.00 1.93 0.07 1.00 1.94 0.06 1.00 0.02 0.98 1.00 0.71 0.29 Final Sat. : 1805 3461 131 1805 3496 100 1450 27 1593 1093 1299 520 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.08 0.08 0.00 0.20 0.20 0.01 0.12 0.12 0.04 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.13 0.34 0.34 0.19 0.40 0.40 0.31 0.31 0.31 0.31 0.31 0.31 Volume/Cap: 0.44 0.24 0.24 0.00 0.50 0.50 0.04 0.38 0.38 0.13 0.01 0.01 Delay/Veh: 31.2 17.7 17.7 24.6 17.1 17.1 18.3 20.9 20.9 18.9 18.1 18.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.2 17.7 17.7 24.6 17.1 17.1 18.3 20.9 20.9 18.9 18.1 18.1 LOS by Move: C B B C B B B C C B B B HCM2kAvgQ: 3 3 3 0 7 7 0 4 4 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:34:10 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.701 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 24.4 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 146 415 62 1 288 21 86 40 334 42 10 1 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 155 440 66 1 305 22 91 42 354 45 11 1 Added Vol: 102 267 0 0 187 3 4 0 72 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 257 707 66 1 492 25 95 42 426 45 11 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 257 707 66 1 492 25 95 42 426 45 11 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 257 707 66 1 492 25 95 42 426 45 11 1 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 257 707 66 1 492 25 95 42 426 45 11 1 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.94 0.94 0.76 0.86 0.86 0.27 0.99 0.99 Lanes: 1.00 1.83 0.17 1.00 1.90 0.10 1.00 0.09 0.91 1.00 0.91 0.09 Final Sat. : 1805 3260 303 1805 3410 175 1442 149 1493 509 1703 170 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.22 0.22 0.00 0.14 0.14 0.07 0.29 0.29 0.09 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.18 0.29 0.29 0.16 0.28 0.28 0.36 0.36 0.36 0.36 0.36 0.36 Volume/Cap: 0.79 0.74 0.74 0.00 0.52 0.52 0.18 0.79 0.79 0.24 0.02 0.02 Delay/Veh: 38.2 23.6 23.6 22.8 20.4 20.4 14.5 26.0 26.0 15.3 13.4 13.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.2 23.6 23.6 22.8 20.4 20.4 14.5 26.0 26.0 15.3 13.4 13.4 LOS by Move: D C C C C C B C C B B B HCM2kAvgQ: 7 9 9 0 5 5 1 11 11 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:33:16 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.923 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 109.4 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 242 41 87 333 100 196 152 702 223 158 1502 60 Added Vol: 68 13 16 76 27 196 72 242 32 3 531 73 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 310 54 103 409 127 392 224 944 255 161 2033 133 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 310 54 103 409 127 392 224 944 255 161 2033 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 310 54 103 409 127 392 224 944 255 161 2033 133 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 310 54 103 409 127 392 224 944 255 161 2033 133 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.58 0.42 1.00 2.82 0.18 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2752 742 1805 4824 317 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.02 0.06 0.23 0.07 0.24 0.06 0.34 0.34 0.09 0.42 0.42 Crit Moves• **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.31 0.08 0.33 0.33 0.09 0.33 0.33 Volume/Cap: 0.39 0.07 0.28 1.01 0.30 0.79 0.77 1.04 1.04 1.04 1.26 1.26 Delay/Veh: 39.9 36.6 38.9 92.8 39.0 46.1 65.4 76.7 76.7 137.2 164 163.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.9 36.6 38.9 92.8 39.0 46.1 65.4 76.7 76.7 137.2 164 163.8 LOS by Move: D D D F D D E E E F F F HCM2kAvgQ: 5 1 3 21 4 15 6 31 31 10 51 51 ******************************************************************************** . Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:34:10 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.178 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 212.2 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 360 199 252 231 155 318 386 1163 364 111 830 75 Added Vol: 57 33 8 116 22 136 227 633 79 16 428 118 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 417 232 260 347 177 454 613 1796 443 127 1258 193 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 417 232 260 347 177 454 613 1796 443 127 1258 193 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 417 232 260 347 177 454 613 1796 443 127 1258 193 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 417 232 260 347 177 454 613 1796 443 127 1258 193 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.89 0.89 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.60 0.40 1.00 2.60 0.40 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2809 692 1805 4406 677 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.06 0.16 0.19 0.09 0.28 0.18 0.64 0.64 0.07 0.29 0.29 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.38 0.16 0.33 0.33 0.08 0.26 0.26 Volume/Cap: 0.53 0.29 0.72 0.85 0.41 0.73 1.11 1.92 1.92 0.85 1.11 1.11 Delay/Veh: 41.6 38.7 49.6 60.7 40.4 36.3 120.8 456 456.2 87.7 103 103.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.6 38.7 49.6 60.7 40.4 36.3 120.8 456 456.2 87.7 103 103.4 LOS by Move: D D D E D D F F F F F F HCM2kAvgQ: 7 4 10 15 6 15 19 112 112 7 30 30 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:38:17 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.768 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 47.1 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 2 0 1 0 2 2 0 3 0 1 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 242 41 87 333 100 196 152 702 223 158 1502 60 Added Vol: 68 13 16 76 27 196 72 242 32 3 531 73 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 310 54 103 409 127 392 224 944 255 161 2033 133 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 310 54 103 409 127 392 224 944 255 161 2033 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 310 54 103 409 127 392 224 944 255 161 2033 133 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 310 54 103 409 127 392 224 944 255 161 2033 133 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 1.00 2.82 0.18 Final Sat. : 3502 3610 1615 3502 1900 2842 3502 5187 1615 1805 4824 317 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.02 0.06 0.12 0.07 0.14 0.06 0.18 0.16 0.09 0.42 0.42 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.23 0.23 0.12 0.25 0.25 0.08 0.36 0.36 0.17 0.44 0.44 Volume/Cap: 0.91 0.07 0.28 0.96 0.27 0.56 0.77 0.51 0.44 0.54 0.96 0.96 Delay/Veh: 80.0 36.6 38.9 86.8 36.6 40.3 65.4 30.7 30.2 47.9 44.6 44.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 80.0 36.6 38.9 86.8 36.6 40.3 65.4 30.7 30.2 47.9 44.6 44.6 LOS by Move: F D D F D D E C C D D D HCM2kAvgQ: 9 1 3 12 4 8 6 10 7 6 34 34 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:39:00 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Opening Year (2009) With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.853 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 47.0 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 2 0 1 0 2 2 0 3 0 1 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 Growth Adj : 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 360 199 252 231 155 318 386 1163 364 111 830 75 Added Vol: 57 33 8 116 22 136 227 633 79 16 428 118 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 417 232 260 347 177 454 613 1796 443 127 1258 193 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 417 232 260 347 177 454 613 1796 443 127 1258 193 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 417 232 260 347 177 454 613 1796 443 127 1258 193 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 417 232 260 347 177 454 613 1796 443 127 1258 193 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.95 0.89 0.89 Lanes: 2.00 2.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 1.00 2.60 0.40 Final Sat. : 3502 3610 1615 3502 1900 2842 3502 5187 1615 1805 4406 677 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.06 0.16 0.10 0.09 0.16 0.18 0.35 0.27 0.07 0.29 0.29 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.25 0.25 0.11 0.23 0.23 0.19 0.41 0.41 0.10 0.32 0.32 Volume/Cap: 0.90 0.26 0.65 0.91 0.41 0.71 0.90 0.84 0.67 0.71 0.90 0.90 Delay/Veh: 72.2 36.4 44.2 77.7 40.4 46.6 62.8 35.1 31.3 65.2 46.8 46.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 72.2 36.4 44.2 77.7 40.4 46.6 62.8 35.1 31.3 65.2 46.8 46.8 LOS by Move: E D D E D D E D C E D D HCM2kAvgQ: 11 4 9 10 6 10 15 24 14 6 22 22 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA General Plan Buildout With Project Default Scenario Sun Apr 29, 2007 14:00:02 Page 3-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.892 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II--------------- I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 2 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 1242 820 928 2460 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1242 820 928 2460 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1242 820 928 2460 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1242 820 928 2460 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 1242 820 928 2460 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 0 0 0 0 5187 1615 3502 5187 0 ------------I---------------II---------------II---------------II-=-------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.51 0.27 0.47 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.57 0.30 0.87 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.42 0.89 0.89 0.55 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 22.2 30.0 1.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 22.2 30.0 1.2 0.0 LOS by Move: A A A A A A A A C C A A HCM2kAvgQ: 0 0 0 0 0 0 0 5 18 13 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:54:56 Page 3-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.903 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 2 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 1682 953 708 2472 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1682 953 708 2472 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1682 953 708 2472 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1682 953 708 2472 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 1682 953 708 2472 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 0 0 0 0 5187 1615 3502 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.59 0.20 0.48 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.65 0.65 0.22 0.88 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.90 0.90 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 20.4 38.3 1.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 20.4 38.3 1.1 0.0 LOS by Move: A A A A A A A A C D A A HCM2kAvgQ: 0 0 0 0 0 0 0 7 21 11 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 14:00:02 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.606 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 410 0 505 0 704 395 345 778 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 410 0 505 0 704 395 345 778 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 410 0 505 0 704 395 345 778 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 410 0 505 0 704 395 345 778 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 410 0 505 0 704 395 345 778 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 0.90 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.45 0.00 1.55 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2467 0 2644 0 3610 1615 3502 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.17 0.00 0.19 0.00 0.20 0.24 0.10 0.22 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.00 0.32 0.32 0.17 0.49 0.00 Volume/Cap: 0.00 0.00 0.00 0.53 0.00 0.61 0.00 0.61 0.76 0.59 0.44 0.00 Delay/Veh: 0.0 0.0 0.0 17.3 0.0 18.2 0.0 18.2 25.1 24.7 10.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 17.3 0.0 18.2 0.0 18.2 25.1 24.7 10.3 0.0 LOS by Move: A A A B A B A B C C B A HCM2kAvgQ: 0 0 0 5 0 6 0 7 9 4 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:54:56 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.782 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 21.4 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 867 0 343 0 696 450 286 837 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 867 0 343 0 696 450 286 837 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 867 0 343 0 696 450 286 837 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 867 0 343 0 696 450 286 837 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 867 0 343 0 696 450 286 837 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.92 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.72 0.00 1.28 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 3015 0 2254 0 3610 1615 3502 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.29 0.00 0.15 0.00 0.19 0.28 0.08 0.23 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.00 0.34 0.34 0.14 0.48 0.00 Volume/Cap: 0.00 0.00 0.00 0.83 0.00 0.44 0.00 0.57 0.83 0.57 0.48 0.00 Delay/Veh: 0.0 0.0 0.0 24.9 0.0 17.6 0.0 19.7 31.3 29.6 12.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 24.9 0.0 17.6 0.0 19.7 31.3 29.6 12.5 0.0 LOS by Move: A A A C A B A B C C B A HCM2kAvgQ: 0 0 0 13 0 5 0 7 12 4 7 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 14:00:03 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.374 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.4 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 18 0 0 18 0 Lanes: 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 624 0 1611 0 0 1813 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 624 0 1611 0 0 1813 0 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1611 0 0 1813 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1611 0 0 1813 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 1611 0 0 1813 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 3.00 0.00 0.00 3.00 0.00 Final Sat. : 0 0 0 0 0 1900 0 5187 0 0 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.31 0.00 0.00 0.35 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 0.93 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.33 0.00 0.00 0.37 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.5 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 2 0 0 3 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:54:56 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements --------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.397 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.5 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 18 0 0 18 0 Lanes: 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 3 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 1295 0 1795 0 0 1924 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 1295 0 1795 0 0 1924 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1795 0 0 1924 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1795 0 0 1924 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 1795 0 0 1924 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 3.00 0.00 0.00 3.00 0.00 Final Sat. : 0 0 0 0 0 1900 0 5187 0 0 5187 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.00 0.00 0.37 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 0.93 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.37 0.00 0.00 0.40 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 3 0 0 3 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 14:00:03 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.982 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 45.3 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 18 0 0 18 18 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 543 0 339 0 0 0 613 501 0 0 580 617 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 543 0 339 0 0 0 613 501 0 0 580 617 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 543 0 339 0 0 0 613 501 0 0 580 617 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 543 0 339 0 0 0 613 501 0 0 580 617 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 543 0 339 0 0 0 613 501 0 0 580 617 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1805 0 1615 0 0 0 3502 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.21 0.00 0.00 0.00 0.18 0.14 0.00 0.00 0.16 0.38 Crit Moves: **** **** **** Green/Cycle: 0.31 0.00 0.31 0.00 0.00 0.00 0.18 0.57 0.00 0.00 0.39 0.39 Volume/Cap: 0.98 0.00 0.69 0.00 0.00 0.00 0.98 0.24 0.00 0.00 0.41 0.98 Delay/Veh: 66.2 0.0 32.9 0.0 0.0 0.0 70.2 10.4 0.0 0.0 21.3 59.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.2 0.0 32.9 0.0 0.0 0.0 70.2 10.4 0.0 0.0 21.3 59.9 LOS by Move: E A C A A A E B A A C E HCM2kAvgQ: 22 0 10 0 0 0 14 4 0 0 7 24 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:54:56 Page 6-1 --------------------_------------------------------------------------------------ Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.846 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 24.4 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 18 0 0 18 18 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 397 0 473 0 0 0 432 1131 0 0 726 460 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 397 0 473 0 0 0 432 1131 0 0 726 460 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 397 0 473 0 0 0 432 1131 0 0 726 460 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 397 0 473 0 0 0 432 1131 0 0 726 460 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 397 0 473 0 0 0 432 1131 0 0 726 460 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900- 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1805 0 1615 0 0 0 3502 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.29 0.00 0.00 0.00 0.12 0.31 0.00 0.00 0.20 0.28 Crit Moves: **** **** **** Green/Cycle: 0.35 0.00 0.35 0.00 0.00 0.00 0.15 0.48 0.00 0.00 0.34 0.34 Volume/Cap: 0.64 0.00 0.85 0.00 0.00 0.00 0.85 0.65 0.00 0.00 0.60 0.85 Delay/Veh: 21.4 0.0 32.6 0.0 0.0 0.0 41.5 14.5 0.0 0.0 20.1 33.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.4 0.0 32.6 0.0 0.0 0.0 41.5 14.5 0.0 0.0 20.1 33.3 LOS by Move: C A C A A A D B A A C C HCM2kAvgQ: 8 0 13 0 0 0 8 10 0 0 8 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 14:00:03 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.490 Loss Time (sec) : 4 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.2 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 18 0 0 18 18 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 2457 0 0 1813 1564 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 2457 0 0 1813 1564 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 0 2457 0 0 1813 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 2457 0 0 1813 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 0 0 0 0 0 0 0 2457 0 0 1813 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat. : 0 0 0 0 0 0 0 5187 0 0 5187 1900 ------------I---------------II---------------II---------------II--------------- I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.47 0.00 0.00 0.35 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 0.00 0.97 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.49 0.00 0.00 0.36 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 3 0 0 2 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:54:56 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.667 Loss Time (sec) : 4 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.4 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 18 0 0 18 18 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 3342 0 0 1924 1149 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 3342 0 0 1924 1149 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 0 3342 0 0 1924 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 3342 0 0 1924 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 0 0 0 0 0 0 0 3342 0 0 1924 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat. : 0 0 0 0 0 0 0 5187 0 0 5187 1900 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.64 0.00 0.00 0.37 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 0.00 0.97 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0.38 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.2 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 6 0 0 2 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 14:00:03 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.814 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 29.1 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Min. Green: 28 28 28 0 0 0 10 19 19 10 19 19 Lanes: 1 0 1 0 1 0 0 0 0 0 2 0 3 0 1 1 0 3 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 85 200 41 0 0 0 326 2550 224 113 1698 863 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 200 41 0 0 0 326 2550 224 113 1698 863 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 200 41 0 0 0 326 2550 224 113 1698 863 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 200 41 0 0 0 326 2550 224 113 1698 863 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 85 200 41 0 0 0 326 2550 224 113 1698 863 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 1.00 0.85 1.00 1.00 1.00 0.92 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 0.00 0.00 0.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1615 1900 1615 0 0 0 3502 5187 1615 1805 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.11 0.03 0.00 0.00 0.00 0.09 0.49 0.14 0.06 0.33 0.53 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.33 0.00 0.00 0.00 0.10 0.57 0.57 0.10 0.57 0.57 Volume/Cap: 0.23 0.45 0.08 0.00 0.00 0.00 0.94 0.86 0.24 0.65 0.58 0.94 Delay/Veh: 37.5 40.1 27.7 0.0 0.0 0.0 87.1 24.7 13.0 60.5 17.0 41.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.5 40.1 27.7 0.0 0.0 0.0 87.1 24.7 13.0 60.5 17.0 41.3 LOS by Move: D D C A A A F C B E B D HCM2kAvgQ: 3 7 1 0 0 0 10 31 4 5 15 34 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:54:56 Page 8-1 ----------- -------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements ------------------------------------------------------------------------7------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.885 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 45.0 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------11---------------I Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Min. Green: 28 28 28 0 0 0 10 19 19 10 19 19 Lanes: 1 0 1 0 1 0 0 0 0 0 2 0 3 0 1 1 0 3 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 95 100 233 0 0 0 670 2513 241 116 1313 883 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 100 233 0 0 0 670 2513 241 116 1313 883 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 100 233 0 0 0 670 2513 241 116 1313 883 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 100 233 0 0 0 670 2513 241 116 1313 883 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 95 100 233 0 0 0 670 2513 241 116 1313 883 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 1.00 0.85 1.00 1.00 1.00 0.92 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 0.00 0.00 0.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1615 1900 1615 0 0 0 3502 5187 1615 1805 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.05 0.14 0.00 0.00 0.00 0.19 0.48 0.15 0.06 0.25 0.55 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.33 0.00 0.00 0.00 0.17 0.57 0.57 0.10 0.49 0.49 Volume/Cap: 0.25 0.23 0.44 0.00 0.00 0.00 1.11 0.85 0.26 0.66 0.51 1.11 Delay/Veh: 37.8 37.5 31.9 0.0 0.0 0.0 119.2 24.2 13.3 60.9 20.8 95.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.8 37.5 31.9 0.0 0.0 0.0 119.2 24.2 13.3 60.9 20.8 95.8 LOS by Move: D D C A A A F C B E C F HCM2kAvgQ: 3 3 7 0 0 0 20 30 4 5 12 47 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 14:00:03 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.914 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 40.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 10 15 15 10 15 15 10 18 18 10 18 18 Lanes: 1 0 1 0 1 2 0 1 0 2 2 0 3 0 1 2 0 3 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 126 92 384 93 207 924 984 1226 129 220 1634 436 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 92 384 93 207 924 984 1226 129 220 1634 436 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 92 384 93 207 924 984 1226 129 220 1634 436 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 92 384 93 207 924 984 1226 129 220 1634 436 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 126 92 384 93 207 924 984 1226 129 220 1634 436 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 1.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 1900 1615 3502 1900 2842 3502 5187 1615 3502 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.05 0.24 0.03 0.11 0.33 0.28 0.24 0.08 0.06 0.32 0.27 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.14 0.32 0.10 0.14 0.43 0.29 0.43 0.43 0.18 0.32 0.42 Volume/Cap: 0.73 0.34 0.75 0.28 0.76 0.76 0.98 0.54 0.18 0.36 0.98 0.65 Delay/Veh: 61.2 41.3 38.0 44.6 55.3 28.0 60.1 22.3 18.4 38.5 52.2 26.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.2 41.3 38.0 44.6 55.3 28.0 60.1 22.3 18.4 38.5 52.2 26.6 LOS by Move: E D D D E C E C B D D C HCM2kAvgQ: 6 3 13 2 8 16 22 11 3 3 25 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Sun Apr 29, 2007 14:04:09 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.980 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 50.3 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 10 15 15 10 15 15 10 18 18 10 18 18 Lanes: 1 0 1 0 1 2 0 1 0 2 2 0 3 0 1 2 0 3 0 1 ------------I--------------- II---------------II---------------II---------------I Volume Module: Base Vol: 202 185 517 584 158 882 734 1495 147 291 1164 529 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 202 185 517 584 158 882 734 1495 147 291 1164 529 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 185 517 584 158 882 734 1495 147 291 1164 529 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 202 185 517 584 158 882 734 1495 147 291 1164 529 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 185 517 584 158 882 734 1495 147 291 1164 529 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 202 185 517 584 158 882 734 1495 147 291 1164 529 ------------I---------------II---------------II---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 1.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 1900 1615 3502 1900 2842 3502 5187 1615 3502 5187 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.10 0.32 0.17 0.08 0.31 0.21 0.29 0.09 0.08 0.22 0.33 Crit Moves **** **** **** **** Green/Cycle: 0.18 0.23 0.34 0.17 0.22 0.44 0.21 0.34 0.34 0.11 0.23 0.40 Volume/Cap: 0.61 0.42 0.94 0.98 0.37 0.71 0.98 0.86 0.27 0.78 0.98 0.82 Delay/Veh: 44.9 36.4 60.0 77.3 36.9 27.4 71.0 38.4 26.9 58.3 63.6 37.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.9 36.4 60.0 77.3 36.9 27.4 71.0 38.4 26.9 58.3 63.6 37.8 LOS by Move: D D E E D C E D C E E D HCM2kAvgQ: 7 5 22 15 5 15 18 20 4 7 20 18 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 14:00:04 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.628 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 25.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 867 369 0 0 72 330 392 0 448 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 867 369 0 0 72 330 392 0 448 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 867 369 0 0 72 330 392 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 867 369 0 0 72 330 392 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 867 369 0 0 72 330 392 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 1900 0 0 1900 1615 1805 0 1900 0 0 0 ------------I---------------II---------------II---------------II--------------- I Capacity Analysis Module: Vol/Sat: 0.25 0.19 0.00 0.00 0.04 0.20 0.22 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.29 0.54 0.00 0.00 0.25 0.25 0.26 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.85 0.36 0.00 0.00 0.15 0.82 0.85 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 26.5 8.0 0.0 0.0 17.7 33.5 34.5 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.5 8.0 0.0 0.0 17.7 33.5 34.5 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A B C C A A A A A HCM2kAvgQ: 11 4 0 0 1 8 10 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:54:56 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.921 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 40.7 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 691 393 0 0 620 495 482 0 1122 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 691 393 0 0 620 495 482 0 1122 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 691 393 0 0 620 495 482 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 691 393 0 0 620 495 482 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 691 393 0 0 620 495 482 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 1900 0 0 1900 1615 1805 0 1900 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.21 0.00 0.00 0.33 0.31 0.27 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.21 0.57 0.00 0.00 0.35 0.35 0.29 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.92 0.36 0.00 0.00 0.92 0.86 0.92 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 49.3 10.2 0.0 0.0 44.3 38.5 50.9 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 49.3 10.2 0.0 0.0 44.3 38.5 50.9 0.0 0.0 0.0 0.0 0.0 LOS by Move: D B A A D D D A A A A A HCM2kAvgQ: 13 6 0 0 20 15 17 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 14:00:04 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.767 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 16.8 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 635 119 229 291 0 0 0 0 215 0 601 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 635 119 229 291 0 0 0 0 215 0 601 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 635 119 229 291 0 0 0 0 215 0 601 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 635 119 229 291 0 0 0 0 215 0 601 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 635 119 229 291 0 0 0 0 215 0 601 ------------I-------=-------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------1---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.07 0.07 0.08 0.00 0.00 0.00 0.00 0.12 0.00 0.37 Crit Moves: **** **** **** Green/Cycle: 0.00 0.25 0.25 0.17 0.42 0.00 0.00 0.00 0.00 0.38 0.00 0.55 Volume/Cap: 0.00 0.70 0.29 0.39 0.19 0.00 0.00 0.00 0.00 0.31 0.00 0.68 Delay/Veh: 0.0 23.0 18.6 22.7 11.2 0.0 0.0 0.0 0.0 13.2 0.0 11.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 23.0 18.6 22.7 11.2 0.0 0.0 0.0 0.0 13.2 0.0 11.8 LOS by Move: A C B C B A A A A B A B HCM2kAvgQ: 0 7 2 2 2 0 0 0 0 3 0 9 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:54:56 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 80 Critical Vol../Cap. (X) : 0.953 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 32.1 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 15 15 10 15 0 0 0 0 15- 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 683 555 625 1117 0 0 0 0 520 0 401 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 683 555 625 1117 0 0 0 0 520 0 401 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 683 555 625 1117 0 0 0 0 520 0 401 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 683 555 625 1117 0 0 0 0 520 0 401 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 683 555 625 1117 0 0 0 0 520 0 401 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.34 0.18 0.31 0.00 0.00 0.00 0.00 0.29 0.00 0.25 Crit Moves: **** **** **** Green/Cycle: 0.00 0.36 0.36 0.19 0.55 0.00 0.00 0.00 0.00 0.30 0.00 0.49 Volume/Cap: 0.00 0.52 0.95 0.95 0.56 0.00 0.00 0.00 0.00 0.95 0.00 0.51 Delay/Veh: 0.0 20.6 51.0 56.3 12.2 0.0 0.0 0.0 0.0 54.5 0.0 14.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 20.6 51.0 56.3 12.2 0.0 0.0 0.0 0.0 54.5 0.0 14.4 LOS by Move: A C D E B A A A A D A B HCM2kAvgQ: 0 7 19 13 10 0 0 0 0 18 0 7 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 14:00:04 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.459 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.3 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 225 165 157 323 0 0 0 0 482 0 318 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 225 165 157 323 0 0 0 0 482 0 318 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 225 165 157 323 0 0 0 0 482 0 318 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 225 165 157 323 0 0 0 0 482 0 318 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 225 165 157 323 0 0 0 0 482 0 318 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.10 0.04 0.09 0.00 0.00 0.00 0.00 0.27 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.00 0.23 0.66 0.15 0.38 0.00 0.00 0.00 0.00 0.43 0.00 0.43 Volume/Cap: 0.00 0.27 0.15 0.29 0.23 0.00 0.00 0.00 0.00 0.62 0.00 0.46 Delay/Veh: 0.0 20.7 4.2 24.7 13.6 0.0 0.0 0.0 0.0 15.9 0.0 13.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 20.7 4.2 24.7 13.6 0.0 0.0 0.0 0.0 15.9 0.0 13.6 LOS by Move: A C A C B A A A A B A B HCM2kAvgQ: 0 2 1 2 2 0 0 0 0 8 0 5 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:54:56 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.737 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.8 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 763 637 543 827 0 0 0 0 403 0 317 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 763 637 543 827 0 0 0 0 403 0 317 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 763 637 543 827 0 0 0 0 403 0 317 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 763 637 543 827 0 0 0 0 403 0 317 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 763 637 543 827 0 0 0 0 403 0 317 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.39 0.16 0.23 0.00 0.00 0.00 0.00 0.22 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.00 0.29 0.59 0.21 0.50 0.00 0.00 0.00 0.00 0.30 0.00 0.30 Volume/Cap: 0.00 0.74 0.67 0.74 0.46 0.00 0.00 0.00 0.00 0.74 0.00 0.65 Delay/Veh: 0.0 22.2 10.2 26.1 10.0 0.0 0.0 0.0 0.0 24.0 0.0 21.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 22.2 10.2 26.1 10.0 0.0 0.0 0.0 0.0 24.0 0.0 21.2 LOS by Move: A C B C B A A A A C A C HCM2kAvgQ: 0 9 9 7 6 0 0 0 0 8 0 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 14:00:04 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.258 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 12.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 2 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 104 0 0 273 532 286 0 42 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 104 0 0 273 532 286 0 42 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 104 0 0 273 532 286 0 42 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 104 0 0 273 532 286 0 42 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 88 104 0 0 273 532 286 0 42 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3610 1615 3502 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.03 0.00 0.00 0.08 0.33 0.08 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.19 0.48 0.00 0.00 0.29 0.61 0.32 0.00 0.32 0.00 0.00 0.00 Volume/Cap: 0.26 0.06 0.00 0.00 0.26 0.54 0.26 0.00 0.08 0.00 0.00 0.00 Delay/Veh: 21.1 8.3 0.0 0.0 16.3 7.4 15.4 0.0 14.4 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 21.1 8.3 0.0 0.0 16.3 7.4 15.4 0.0 14.4 0.0 0.0 0.0 LOS by Move: C A A A B A B A B A A A HCM2kAvgQ: 2 1 0 0 2 6 2 0 1 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:54:56 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.558 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.3 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Protected Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 2 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 112 410 0 0 397 833 990 0 230 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 410 0 0 397 833 990 0 230 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 112 410 0 0 397 833 990 0 230 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 410 0 0 397 833 990 0 230 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 112 410 0 0 397 833 990 0 230 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3610 1615 3502 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.11 0.00 0.00 0.11 0.52 0.28 0.00 0.14 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.15 0.38 0.00 0.00 0.23 0.66 0.43 0.00 0.43 0.00 0.00 0.00 Volume/Cap: 0.40 0.30 0.00 0.00 0.48 0.78 0.66 0.00 0.33 0.00 0.00 0.00 Delay/Veh: 25.8 14.0 0.0 0.0 22.0 11.4 15.7 0.0 12.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.8 14.0 0.0 0.0 22.0 11.4 15.7 0.0 12.6 0.0 0.0 0.0 LOS by Move: C B A A C B B A B A A A HCM2kAvgQ: 2 3 0 0 4 14 9 0 3 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Sun Apr 29, 2007 13:54:56 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.785 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 49.9 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Ovl Ovl Ovl Include Min. Green: 10 10 10 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 2 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1 - -----------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 454 320 601 739 212 595 782 2009 551 371 2024 456 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 320 601 739 212 595 782 2009 551 371 2024 456 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 454 320 601 739 212 595 782 2009 551 371 2024 456 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 454 320 601 739 212 595 782 2009 551 371 2024 456 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 454 320 601 739 212 595 782 2009 551 371 2024 456 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Lanes: 2.00 2.00 2.00 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat. : 3610 3800 3230 3610 3800 3230 3610 5700 1615 3610 7600 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.08 0.19 0.20 0.06 0.18 0.22 0.35 0.34 0.10 0.27 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.10 0.22 0.25 0.23 0.45 0.22 0.40 0.53 0.12 0.29 0.29 Volume/Cap: 0.97 0.82 0.85 0.82 0.25 0.41 0.97 0.89 0.65 0.89 0.92 0.97 Delay/Veh: 86.8 65.1 54.6 48.1 38.3 22.6 71.6 38.5 22.2 72.4 48.0 76.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 86.8 65.1 54.6 48.1 38.3 22.6 71.6 38.5 22.2 72.4 48.0 76.8 LOS by Move: F E D D D C E D C E D E HCM2kAvgQ: 12 8 13 15 3 7 19 26 15 10 22 22 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA