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HomeMy WebLinkAboutRailroad_2007-AM-R_01.13.2009 Lanes, Volumes, Timings 2007_Railroad Canyon Road-AM 1: Railroad Canyon Road & SIB Exit Ramp October 2008 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt I r Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 0 0 300 0 Storage Lanes 0 1 1 0 0 0 2 1 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 250 10 50 250 50 50 50 Trailing Detector(ft) 244 0 0 244 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.97 0.95 0.95 Ped Bike Factor 0.93 0.97 0.97 Frt 0.850 0.852 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 3539 1583 1770 3539 0 0 0 0 3433 1461 1504 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 3539 1474 1770 3539 0 0 0 0 3433 1461 1457 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 246 144 145 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 40 40 30 30 Link Distance (ft) 292 414 549 559 Travel Time (s) 5.0 7.1 12.5 12.7 Volume (vph) 0 426 221 526 671 0 0 0 0 406 2 260 Confl. Peds. (#/hr) 20 20 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 0 473 246 584 746 0 0 0 0 451 2 289 Lane Group Flow (vph) 0 473 246 584 746 0 0 0 0 451 146 145 Turn Type Perm Prot Split Perm Protected Phases 2 1 21 4 12 412 Permitted Phases 2 4 12 Detector Phases 2 2 1 21 4 12 412 412 Minimum Initial (s) 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 8.0 Total Split(s) 0.0 20.0 20.0 32.0 52.0 0.0 0.0 0.0 0.0 28.0 28.0 28.0 Total Split(%) 0.0% 25.0% 25.0% 40.0% 65.0% 0.0% 0.0% 0.0% 0.0% 35.0% 35.0% 35.0% Maximum Green (s) 16.0 16.0 28.0 Yellow Time (s) 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 4.7 4.7 4.7 Recall Mode C-Max C-Max Min Walk Time (s) 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 20 20 Act Effct Green (s) 16.0 16.0 28.4 48.4 23.6 23.6 23.6 Actuated g/C Ratio 0.20 0.20 0.36 0.61 0.30 0.30 0.30 v/c Ratio 0.67 0.50 0.93 0.35 0.44 0.27 0.27 Uniform Delay, d1 29.5 0.0 24.8 7.9 22.9 0.3 0.0 Control Delay 15.1 6.9 28.6 3.4 24.5 5.7 5.5 2007 AM Existing Synchro 6 Light Report SC Engineering Page 1 Lanes, Volumes, Timings 2007_Railroad Canyon Road-AM 1: Railroad Canyon Road & SIB Exit Ramp October 2008 Lane Group o4 o5 o6 o8 o12 o16 Lane'Configurations Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Total Lost Time (s) Leading Detector(ft) Trailing Detector(ft) Turning Speed (mph) Lane Util. Factor Ped Bike Factor F rt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Headway Factor Link Speed (mph) Link Distance (ft) Travel Time (s) Volume (vph) Confl. Peds. (#/hr) Peak Hour Factor Adj. Flow(vph) Lane Group Flow (vph) Turn Type Protected Phases 4 5 6 8 12 16 Permitted Phases Detector Phases Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 8.0 20.0 20.0 8.0 8.0 Total Split(s) 20.0 24.0 20.0 20.0 8.0 16.0 Total Split(%) 25% 30% 25% 25% 10% 20% Maximum Green (s) 16.0 20.0 16.0 16.0 4.0 12.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 4.7 4.7 3.0 3.0 3.0 Recall Mode None Min None None Min Min Walk Time (s) 5.0 Flash Dont Walk (s) 11.0 Pedestrian Calls (#/hr) 20 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Uniform Delay, d1 Control Delay 2007 AM Existing Synchro 6 Light Report SC Engineering Page 3 Lanes, Volumes, Timings 2007_Railroad Canyon Road—AM 1: Railroad Canyon Road & SIB Exit Ramp October 2008 --* --,, ---t f- 4-- 4\ t �► 1 41 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Delay 3.8 1.1 0.0 0.1 0.0 0.0 0.0 Total Delay 18.9 8.0 28.6 3.4 24.5 5.7 5.6 LOS B A C A C A A Approach Delay 15.1 14.5 17.1 Approach LOS B B B Queue Length 50th (ft) 62 17 92 47 92 1 0 Queue Length 95th (ft) 86 m42 m123 m51 134 42 41 Internal Link Dist (ft) 212 334 469 479 Turn Bay Length (ft) 300 Base Capacity (vph) 708 492 628 2139 984 522 522 Starvation Cap Reductn 154 93 0 0 0 0 0 Spillback Cap Reductn 0 0 0 259 0 10 10 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.85 0.62 0.93 0.40 0.46 0.29 0.28 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 80 Offset: 54 (68%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.17 Intersection Signal Delay: 15.3 Intersection LOS: B Intersection Capacity Utilization 98.7% ICU Level of Service F Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 1: Railroad Canyon Road & SIB Exit Ramp #1 #1 #1 #1 0.F o4 012 of 20s I 120s I 18s I 132s # #2 #2 #2 0 01 F 08 U 06 24s I 16s �20 s 120s 2007 AM Existing Synchro 6 Light Report SC Engineering Page 4 Lanes, Volumes, Timings 2007_Railroad Canyon Road—AM 1: Railroad Canyon Road & SIB Exit Ramp October 2008 Lane Group o4 o5 o6 o8 o12 o16 Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2007 AM Existing Synchro 6 Light Report SC Engineering Page 5 Lanes, Volumes, Timings 2007_Railroad Canyon Road-AM 2: Railroad Canyon Road & NB Entrance Ramp October 2008 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ttt tt r +T rr Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 0 250 0 0 Storage Lanes 1 0 0 1 0 2 0 0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 250 250 10 50 50 50 Trailing Detector(ft) 0 244 244 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 0.91 1.00 1.00 0.95 1.00 1.00 1.00 0.88 1.00 1.00 1.00 Ped Bike Factor 0.96 0.97 Frt 0.850 0.850 Flt Protected 0.950 0.953 Satd. Flow (prot) 1770 5085 0 0 3539 1583 0 1775 2787 0 0 0 Flt Permitted 0.950 0.953 Satd. Flow (perm) 1770 5085 0 0 3539 1518 0 1775 2712 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 689 326 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 40 40 30 30 Link Distance (ft) 414 336 544 567 Travel Time (s) 7.1 5.7 12.4 12.9 Volume (vph) 224 608 0 0 1019 1013 178 4 306 0 0 0 Confl. Peds. (#/hr) 20 20 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 249 676 0 0 1132 1126 198 4 340 0 0 0 Lane Group Flow (vph) 249 676 0 0 1132 1126 0 202 340 0 0 0 Turn Type Prot Perm Split Perm Protected Phases 5 56 6 816 816 Permitted Phases 6 816 Detector Phases 5 56 6 6 816 816 816 Minimum Initial (s) 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 Total Split(s) 24.0 44.0 0.0 0.0 20.0 20.0 36.0 36.0 36.0 0.0 0.0 0.0 Total Split(%) 30.0% 55.0% 0.0% 0.0% 25.0% 25.0% 45.0% 45.0% 45.0% 0.0% 0.0% 0.0% Maximum Green (s) 20.0 16.0 16.0 Yellow Time (s) 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 4.7 4.7 4.7 Recall Mode Min None None Walk Time (s) 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 20 20 Act Effct Green (s) 19.8 50.2 26.5 26.5 21.8 21.8 Actuated g/C Ratio 0.25 0.63 0.33 0.33 0.27 0.27 v/c Ratio 0.57 0.21 0.97 1.17 0.42 0.35 Uniform Delay, d1 26.3 6.3 26.3 7.6 23.9 0.9 Control Delay 11.2 13.2 38.4 101.6 25.1 3.9 2007 AM Existing Synchro 6 Light Report SC Engineering Page 6 Lanes, Volumes, Timings 2007_Railroad Canyon Road-AM 2: Railroad Canyon Road & NB Entrance Ramp October 2008 Lane Group 01 o2 o4 o8 o12 o16 Lane Configurations Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Total Lost Time (s) Leading Detector(ft) Trailing Detector(ft) Turning Speed (mph) Lane Util. Factor Ped Bike Factor F rt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Headway Factor Link Speed (mph) Link Distance (ft) Travel Time (s) Volume (vph) Confl. Peds. (#/hr) Peak Hour Factor Adj. Flow(vph) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 8 12 16 Permitted Phases Detector Phases Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 20.0 8.0 8.0 Total Split(s) 32.0 20.0 20.0 20.0 8.0 16.0 Total Split(%) 40% 25% 25% 25% 10% 20% Maximum Green (s) 28.0 16.0 16.0 16.0 4.0 12.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 4.7 4.7 3.0 3.0 3.0 3.0 Recall Mode Min C-Max None None Min Min Walk Time (s) 5.0 Flash Dont Walk (s) 11.0 Pedestrian Calls (#/hr) 20 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Uniform Delay, d1 Control Delay 2007 AM Existing Synchro 6 Light Report SC Engineering Page 8 Lanes, Volumes, Timings 2007_Railroad Canyon Road—AM 2: Railroad Canyon Road & NB Entrance Ramp October 2008 --* --,, --,* f- *-- 4\ t �► 1 41 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Delay 0.0 0.0 0.0 18.2 0.0 0.0 Total Delay 11.2 13.2 38.4 119.8 25.1 3.9 LOS B B D F C A Approach Delay 12.6 79.0 11.8 Approach LOS B E B Queue Length 50th (ft) 11 87 144 —241 82 2 Queue Length 95th (ft) m46 120 #441 #774 138 34 Internal Link Dist (ft) 334 256 464 487 Turn Bay Length (ft) 250 Base Capacity (vph) 443 3208 1171 963 674 1232 Starvation Cap Reductn 0 0 0 33 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.56 0.21 0.97 1.21 0.30 0.28 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 80 Offset: 54 (68%), Referenced to phase 2:EBWB, Start of Green Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.17 Intersection Signal Delay: 52.7 Intersection LOS: D Intersection Capacity Utilization 98.7% ICU Level of Service F Analysis Period (min) 15 — Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: Railroad Canyon Road & NB Entrance Ramp #1 #1 #1 #1 � 01-) � 04 � 012 IV- 01 20s 1 120s 1 18S 32s #2 #2 #2 #2 05 016 08 n 06 24s 16s 20s 20s 2007 AM Existing Synchro 6 Light Report SC Engineering Page 9 Lanes, Volumes, Timings 2007_Railroad Canyon Road—AM 2: Railroad Canyon Road & NB Entrance Ramp October 2008 Lane Group 01 o2 o4 o8 o12 o16 Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2007 AM Existing Synchro 6 Light Report SC Engineering Page 10 Lanes, Volumes, Timings 2007_Railroad Canyon Road-AM 9: Railroad Canyon Road & Summerhill Dr October 2008 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r ) W. tT T r Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 150 0 300 0 400 0 Storage Lanes 2 1 1 0 2 0 1 1 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 0.97 0.95 1.00 1.00 0.91 0.91 0.97 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.996 0.887 0.912 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 3433 3539 1583 1770 5065 0 3433 3139 0 1770 1614 1504 Flt Permitted 0.108 0.353 0.401 0.630 Satd. Flow (perm) 390 3539 1583 658 5065 0 1449 3139 0 1174 1614 1504 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 183 8 146 31 31 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 40 40 30 30 Link Distance (ft) 336 584 525 544 Travel Time (s) 5.7 10.0 11.9 12.4 Volume (vph) 123 626 165 136 1423 36 236 43 131 138 107 373 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 137 696 183 151 1581 40 262 48 146 153 119 414 Lane Group Flow (vph) 137 696 183 151 1621 0 262 194 0 153 287 246 Turn Type Perm Perm Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 6 Detector Phases 4 4 4 8 8 2 2 6 6 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split(s) 52.0 52.0 52.0 52.0 52.0 0.0 28.0 28.0 0.0 28.0 28.0 28.0 Total Split(%) 65.0% 65.0% 65.0% 65.0% 65.0% 0.0% 35.0% 35.0% 0.0% 35.0% 35.0% 35.0% Maximum Green (s) 48.0 48.0 48.0 48.0 48.0 24.0 24.0 24.0 24.0 24.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Max C-Max C-Max C-Max C-Max Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 Actuated g/C Ratio 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 v/c Ratio 0.78 0.44 0.23 0.51 0.71 0.40 0.13 0.29 0.39 0.35 Uniform Delay, d1 18.6 15.0 0.0 15.7 17.7 14.8 3.0 13.9 12.9 12.4 Control Delay 29.8 13.5 3.0 16.9 17.9 20.1 5.9 19.2 17.5 17.0 Queue Delay 0.0 0.4 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 Total Delay 29.8 13.9 3.0 16.9 17.9 20.2 5.9 19.2 17.6 17.1 2007 AM Existing Synchro 6 Light Report SC Engineering Page 11 Lanes, Volumes, Timings 2007_Railroad Canyon Road—AM 9: Railroad Canyon Road & Summerhill Dr October 2008 --* --§, --* f- *-- 4-- 4\ t �► 1 41 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C B A B B C A B B B Approach Delay 14.0 17.8 14.2 17.8 Approach LOS B B B B Queue Length 50th (ft) 37 90 7 55 241 41 6 44 80 66 Queue Length 95th (ft) #62 84 4 77 193 97 32 116 194 167 Internal Link Dist (ft) 256 504 445 464 Turn Bay Length (ft) 150 300 400 Base Capacity (vph) 234 2123 1023 395 3042 653 1494 529 744 695 Starvation Cap Reductn 0 835 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 118 54 0 0 60 56 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.59 0.54 0.18 0.38 0.55 0.44 0.13 0.29 0.42 0.38 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 80 Offset: 76 (95%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 16.4 Intersection LOS: B Intersection Capacity Utilization 65.1% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 9: Railroad Canyon Road & Summerhill Dr to2 —'► o4 28 s 52 s 1 06 ~ 08 28 s 152s 2007 AM Existing Synchro 6 Light Report SC Engineering Page 12 Lanes, Volumes, Timings 2007_Railroad Canyon Road-AM 12: Diamond Dr & Auto Center Dr October 2008 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) W. tT ti tt Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 150 0 150 0 Storage Lanes 1 0 2 0 1 0 1 0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 0.91 0.91 0.97 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.997 0.964 0.892 0.905 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 5070 0 3433 3412 0 1770 3157 0 1770 3203 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 5070 0 3433 3412 0 1770 3157 0 1770 3203 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3 54 74 90 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 40 40 30 30 Link Distance (ft) 304 292 641 558 Travel Time (s) 5.2 5.0 14.6 12.7 Volume (vph) 49 346 6 162 585 184 18 26 67 234 47 81 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 54 384 7 180 650 204 20 29 74 260 52 90 Lane Group Flow (vph) 54 391 0 180 854 0 20 103 0 260 142 0 Turn Type Prot Prot Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Detector Phases 7 4 3 8 5 2 1 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 8.0 20.0 8.0 20.0 8.0 20.0 Total Split(s) 9.0 25.0 0.0 12.0 28.0 0.0 8.0 22.0 0.0 21.0 35.0 0.0 Total Split(%) 11.3% 31.3% 0.0% 15.0% 35.0% 0.0% 10.0% 27.5% 0.0% 26.3% 43.8% 0.0% Maximum Green (s) 5.0 21.0 8.0 24.0 4.0 18.0 17.0 31.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lag Lead Lag Lead Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Max None C-Max Walk Time (s) 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 5.5 10.8 13.2 22.7 4.6 22.9 17.0 40.8 Actuated g/C Ratio 0.07 0.14 0.17 0.28 0.06 0.29 0.21 0.51 v/c Ratio 0.45 0.57 0.32 0.85 0.20 0.11 0.69 0.08 Uniform Delay, d1 38.2 32.1 27.9 25.2 38.8 6.6 26.9 4.4 Control Delay 54.8 29.7 26.3 26.0 41.2 10.3 40.2 6.4 Queue Delay 0.0 0.0 0.0 69.0 0.0 0.0 0.0 0.0 Total Delay 54.8 29.7 26.3 95.1 41.2 10.3 40.2 6.4 2007 AM Existing Synchro 6 Light Report SC Engineering Page 13 Lanes, Volumes, Timings 2007_Railroad Canyon Road—AM 12: Diamond Dr & Auto Center Dr October 2008 --* _10. --* t �► 1 41 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS D C C F D B D A Approach Delay 32.7 83.1 15.3 28.3 Approach LOS C F B C Queue Length 50th (ft) 27 68 47 228 10 5 121 6 Queue Length 95th (ft) #73 93 74 294 31 25 #218 25 Internal Link Dist (ft) 224 212 561 478 Turn Bay Length (ft) 150 150 Base Capacity (vph) 121 1333 578 1061 102 957 376 1675 Starvation Cap Reductn 0 0 0 316 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.45 0.29 0.31 1.15 0.20 0.11 0.69 0.08 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 80 Offset: 16 (20%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 56.8 Intersection LOS: E Intersection Capacity Utilization 55.0% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 12: Diamond Dr&Auto Center Dr ` t o2 y 01 --* o4 o3 22s 1 121 s I 125s I 112s 8s I 135s I 128s 1 193 2007 AM Existing Synchro 6 Light Report SC Engineering Page 14 Lanes, Volumes, Timings 2007_Railroad Canyon Road-AM 15: Diamond Dr & Lakeshore Dr October 2008 --* --1' --v t �► 1 41 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ti. ti tt r ti Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 0 150 150 150 0 Storage Lanes 1 0 2 0 1 1 1 0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 0.95 0.95 0.97 0.95 0.95 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.885 0.850 0.984 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 0 3433 3132 0 1770 3539 1583 1770 3483 0 Flt Permitted 0.610 0.737 0.593 0.578 Satd. Flow (perm) 1136 3539 0 2663 3132 0 1105 3539 1583 1077 3483 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 174 242 28 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 40 40 30 30 Link Distance (ft) 724 304 665 556 Travel Time (s) 12.3 5.2 15.1 12.6 Volume (vph) 13 26 0 479 48 157 12 256 218 157 205 25 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 14 29 0 532 53 174 13 284 242 174 228 28 Lane Group Flow (vph) 14 29 0 532 227 0 13 284 242 174 256 0 Turn Type Perm Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 2 6 Detector Phases 4 4 8 8 2 2 2 6 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split(s) 20.0 20.0 0.0 20.0 20.0 0.0 20.0 20.0 20.0 20.0 20.0 0.0 Total Split(%) 50.0% 50.0% 0.0% 50.0% 50.0% 0.0% 50.0% 50.0% 50.0% 50.0% 50.0% 0.0% Maximum Green (s) 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 15.2 15.2 15.2 15.2 16.8 16.8 16.8 16.8 16.8 Actuated g/C Ratio 0.38 0.38 0.38 0.38 0.42 0.42 0.42 0.42 0.42 v/c Ratio 0.03 0.02 0.52 0.17 0.03 0.19 0.30 0.39 0.17 Uniform Delay, d1 7.8 7.8 9.6 1.8 6.8 7.3 0.0 8.0 6.4 Control Delay 7.8 7.5 5.8 1.2 7.5 8.0 2.8 11.6 7.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.8 7.5 5.8 1.2 7.5 8.0 2.8 11.6 7.1 2007 AM Existing Synchro 6 Light Report SC Engineering Page 15 Lanes, Volumes, Timings 2007_Railroad Canyon Road—AM 15: Diamond Dr & Lakeshore Dr October 2008 --* --,, --v t �► 1 41 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS A A A A A A A B A Approach Delay 7.6 4.4 5.6 8.9 Approach LOS A A A A Queue Length 50th (ft) 2 2 19 0 2 18 0 23 14 Queue Length 95th (ft) 9 6 m36 m0 8 37 28 63 32 Internal Link Dist (ft) 644 224 585 476 Turn Bay Length (ft) 150 150 150 150 Base Capacity (vph) 454 1416 1065 1357 463 1483 804 451 1476 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.02 0.50 0.17 0.03 0.19 0.30 0.39 0.17 Intersection Summary Area Type: Other Cycle Length: 40 Actuated Cycle Length: 40 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 40 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 5.9 Intersection LOS: A Intersection Capacity Utilization 46.1% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 15: Diamond Dr& Lakeshore Dr tm2 --P' o4 20 s 20 s 1 06, 20s 20s 2007 AM Existing Synchro 6 Light Report SC Engineering Page 16