HomeMy WebLinkAboutTraffic Impact Analysis
MISSION TRAIL RESIDENTIAL
TRAFFIC IMPACT ANALYSIS
April 5, 2023
Prepared For:
City of Lake Elsinore
Engineering Department
130 South Main Street
Lake Elsinore, CA 92530
Prepared By:
3333 Michelson Drive, Suite 500
Irvine, CA 92612
(949) 794-1180
Contact: Daji Yuan, Ph.D.
daji@epdsolutions.com
Meghan Macias, TE
meghan@epdsolutions.com
Approved
BB
4/12/2023
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Table of Contents
1 EXECUTIVE SUMMARY ...................................................................................................... 1
2 INTRODUCTION ................................................................................................................. 3
2.1 Project Description .................................................................................................................. 3
2.2 Study Area and Analysis Scenarios ....................................................................................... 7
2.3 Methodology ........................................................................................................................ 11
2.4 Significance Criteria ............................................................................................................. 11
3 EXISTING CONDITIONS ................................................................................................... 13
3.1 Existing Roadway Facilities ................................................................................................. 13
3.2 Existing Bicycle and Pedestrian Facilities ............................................................................. 13
3.3 Existing Public Transit Services ............................................................................................ 14
3.4 Existing Traffic Volumes and Intersection Operations .......................................................... 14
4 PROPOSED PROJECT ....................................................................................................... 17
4.1 Project Description and Site Access ...................................................................................... 17
4.2 Project Trip Generation ......................................................................................................... 17
4.3 Project Trips .......................................................................................................................... 17
5 FUTURE CONDITIONS ...................................................................................................... 22
5.1 Project Completion Conditions Traffic Volumes and Intersection Operations ...................... 22
5.2 Cumulative Traffic Volumes and Intersection Operations .................................................... 25
6 RECOMMENDED IMPROVEMENTS ................................................................................... 34
6.1 Recommendation for Project Completion Conditions Improvements ................................... 34
6.2 Recommendation for Cumulative Conditions Improvements ............................................... 34
6.3 Intersection Queueing Analysis ........................................................................................... 36
6.4 Queueing Analysis using Crommelin Methodology ............................................................ 36
6.5 Fair Share Contributions ....................................................................................................... 38
Figures
FIGURE 1: PROJECT LOCATION .................................................................................................................................................................... 4
FIGURE 2: PROJECT SITE PLAN ..................................................................................................................................................................... 5
FIGURE 3: SCHEMATIC STRIPING PLAN FOR MISSION TRAIL AND LEMON STREET ......................................................................................... 6
FIGURE 4: PROJECT STUDY AREA ................................................................................................................................................................. 9
FIGURE 5: EXISTING PROJECT STUDY AREA LANE GEOMETRY AND TRAFFIC CONTROL ............................................................................ 10
FIGURE 6: EXISTING AM PEAK HOUR TRAFFIC VOLUMES ......................................................................................................................... 15
FIGURE 7: EXISTING PM PEAK HOUR TRAFFIC VOLUMES .......................................................................................................................... 16
FIGURE 8: PROJECT COMPLETION STUDY AREA LANE GEOMETRY AND TRAFFIC CONTROL...................................................................... 18
FIGURE 9: PROJECT TRIP DISTRIBUTION ..................................................................................................................................................... 19
FIGURE 10: PROJECT AM PEAK HOUR TRIP ASSIGNMENT ....................................................................................................................... 20
FIGURE 11: PROJECT PM PEAK HOUR TRIP ASSIGNMENT ........................................................................................................................ 21
FIGURE 12: PROJECT COMPLETION CONDITIONS AM PEAK HOUR TRAFFIC VOLUMES ........................................................................... 23
FIGURE 13: PROJECT COMPLETION CONDITIONS PM PEAK HOUR TRAFFIC VOLUMES ............................................................................ 24
FIGURE 14: LOCATION OF CUMULATIVE PROJECTS .................................................................................................................................. 26
FIGURE 15: CUMULATIVE PROJECTS AM PEAK HOUR TRIP ASSIGNMENT ................................................................................................. 29
FIGURE 16: CUMULATIVE PROJECTS PM PEAK HOUR TRIP ASSIGNMENT ................................................................................................. 30
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FIGURE 17: CUMULATIVE AM PEAK HOUR TRAFFIC VOLUMES ................................................................................................................. 31
FIGURE 18: CUMULATIVE PM PEAK HOUR TRAFFIC VOLUMES.................................................................................................................. 32
FIGURE 19: RESERVOIR NEEDS VS TRAFFIC INTENSITY ............................................................................................................................... 37
Tables
TABLE 1. CONVERSION RATES .............................................................................................................................................................. 8
TABLE 2. RELATIONSHIP BETWEEN CONTROL DELAY AND LOS AT A SIGNALIZED INTERSECTION ....................................................... 11
TABLE 3. RELATIONSHIP BETWEEN DELAY AND LOS AN UNSIGNALIZED INTERSECTION ..................................................................... 11
TABLE 4. EXISTING ROADWAY SYSTEM IN THE STUDY AREA .............................................................................................................. 13
TABLE 5. EXISTING AM AND PM PEAK HOUR LEVELS OF SERVICE .................................................................................................... 14
TABLE 6. PROJECT TRIP GENERATION ................................................................................................................................................ 17
TABLE 7. PROJECT COMPLETION CONDITIONS AM AND PM PEAK HOUR LEVELS OF SERVICE ......................................................... 22
TABLE 8. CUMULATIVE PROJECTS TRIP GENERATION ......................................................................................................................... 27
TABLE 9. CUMULATIVE CONDITIONS AM AND PM PEAK HOUR LEVELS OF SERVICE ......................................................................... 33
TABLE 10. RECOMMENDED IMPROVEMENTS ON PROJECT COMPLETION AM AND PM PEAK HOUR LEVELS OF SERVICE ..................... 35
TABLE 11. RECOMMENDED IMPROVEMENTS ON CUMULATIVE AM AND PM PEAK HOUR LEVELS OF SERVICE ..................................... 35
TABLE 12. QUEUEING LENGTH ON THE INTERSECTION OF MISSION TRAIL AND LEMON STREET ........................................................... 36
TABLE 13. GATE CLOSED TRAFFIC INTENSITY CALCULATION ................................................................................................................ 37
Appendices
APPENDIX A – TRAFFIC STUDY SCOPING AGREEMENT
APPENDIX B – TRAFFIC COUNTS
APPENDIX C – ROUTE 8 LAKE ELSINORE – WILDOMAR LOOP
APPENDIX D – LEVEL OF SERVICE CALCULATIONS
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1 EXECUTIVE SUMMARY
This Traffic Impact Analysis (TIA) evaluates the potential traffic impacts of the Mission Trail
residential project which proposes to construct 191 two story single-family detached residences on
Mission Trail and Lemon Street. Based on the Institute of Transportation Engineers (ITE), Trip
Generation Manual 11th Edition trip generation rates, the project would generate 1,801 daily trips
including 134 AM peak hour and 180 PM peak hour trips.
The following study area intersections were evaluated during the AM and PM peak hours, which
are defined as the hours with the highest traffic volumes during the 7 AM to 9 AM and 4 PM to 6
PM peak commute periods:
1. Mission Trail and Project Dwy (Proposed)
2. Mission Trail and Lemon St (Existing)
3. Mission Trail and Corydon Rd (Existing)
4. Mission Trail and Bundy Canyon Rd (Existing)
5. Almond St and Bundy Canyon Rd (Existing)
6. Orange St and Bundy Canyon Rd (Existing)
7. I-15 SB Ramps and Bundy Canyon Rd (Existing)
8. I-15 NB Ramps and Bundy Canyon Rd (Existing)
AM and PM peak hour traffic operations were evaluated for the following scenarios:
Existing Conditions
Project Completion (existing + ambient + project) Conditions
Cumulative (existing + ambient + project + cumulative) Conditions
Existing Conditions Intersection Analysis Results
The following intersection(s) operate at unsatisfactory LOS in this scenario:
6. Orange St and Bundy Canyon Rd (LOS F at AM peak hour and LOS E at PM peak hour).
Project Completion Conditions Intersection Analysis Results
The following intersection(s) operate at unsatisfactory LOS in this scenario:
6. Orange St and Bundy Canyon Rd (LOS F at AM peak hour and LOS E at PM peak hour).
Cumulative Conditions Intersection Analysis Results
The following intersection(s) operate at unsatisfactory LOS in this scenario:
6. Orange St and Bundy Canyon Rd (LOS F at AM peak hour and LOS E at PM peak hour).
7. I-15 SB Ramps and Bundy Canyon Rd (LOS F at PM peak hour).
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Recommended Improvements
The following improvements are recommended for satisfactory intersection operations:
Project Completion Conditions:
6. Orange St and Bundy Canyon Rd: It is recommended to restripe the southbound
approach on Orange Street to provide an exclusive left-turn lane and a shared through-
right-turn lane. This improvement is consistent with the improvements identified for this
intersection in the East Lake Specific Plan TIA (March 22, 2017).
Cumulative Conditions:
6. Orange St and Bundy Canyon Rd: It is recommended to restripe the southbound approach
on Orange Street to provide an exclusive left-turn lane and a shared through-right-turn
lane. This improvement is consistent with the improvements identified for this intersection in
the East Lake Specific Plan TIA (March 22, 2017).
7. I-15 SB Ramps and Bundy Canyon Rd: It is recommended to widen and to restripe the
southbound approach on I-15 SB Ramp to provide two exclusive left-turn lanes and a shared
through-right-turn lane. This improvement is consistent with the improvements identified for
the southbound approach of this intersection in the City of Lake Elsinore General Plan
(CLEGP) EIR (December 2011).
Project Fair Share
The fair share percentage for recommended intersection improvements is listed below:
- Orange St and Bundy Canyon Rd: 17.65%.
- I-15 SB Ramps and Bundy Canyon Rd: 8.12%.
Intersection and Project Driveway Queueing Analysis Results
A queueing deficiency was observed on the southbound left-turn at the intersection of Mission Trail
and Lemon Street during the PM peak hour in Cumulative Conditions. It is recommended to restripe
the southbound left-turn storage length from 110 feet to 180 feet to provide adequate storage
for southbound vehicles turning left. The Mission Trail driveway allows for a storage length of 100
feet from the access gate to Mission Trail, and the Lemon Street driveway allows for a storage
length of 120 feet (on the right-turn lane meant for the project dwy 2 entrance) between the
driveway and the intersection of Mission Trail and Lemon Street. These storage lengths would be
able to accommodate a queue of about four passenger vehicles and five passenger vehicles
respectively, and as per the Crommelin Method, can accommodate the queueing as a result of the
project safely.
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2 INTRODUCTION
This Traffic Impact Analysis (TIA) has been prepared by EPD Solutions, Inc. (EPD) to analyze the
potential transportation-related impacts of the proposed Mission Trail Residential Development
project (proposed project). The scope of work for this TIA was reviewed and approved by the City
of Lake Elsinore (City) and is provided in Appendix A. The TIA was prepared according to the
approved scope of work using methodologies and significance criteria consistent with the
requirements of the City of Lake Elsinore Traffic Impact Analysis Preparation Guide (May 3, 2022).
2.1 Project Description
The 18-acre project site is located in the southeastern portion of the City of Lake Elsinore, west of
Mission Trail, and across from Lemon Street, Lewis Street, and Victorian Lane. Interstate 15 (I-15)
runs east of the project site as shown in Figure 1 - Project Location. The project site plan is shown in
Figure 2 – Project Site Plan. The schematic striping plan of Mission Trail and Lemon Street is shown
in Figure 3 – Schematic Striping Plan for Mission Trail and Lemon Street. Local access to the site on
Mission Trail is provided via Bundy Canyon Road connecting to I-15 on the east. Within the City,
Mission Trail is the arterial roadway that provides access to the project site. The project has two
planned driveways, one on Mission Trail with right-in right-out access, and one on Lemon Street with
full access. The project proposes to construct 191 two story single-family detached residences,
including 713 parking spaces. It is to be noted that the provided number of parking spaces is more
than the 446 parking spaces that are required by the City. The proposed project is anticipated to
be built in 2024.
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Figure 1: Project Location
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Figure 2: Project Site Plan
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Figure 3: Schematic Striping Plan for Mission Trail and Lemon Street
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2.2 Study Area and Analysis Scenarios
This TIA includes all signalized and unsignalized intersections where the project has the potential to
add 50-trips or more during any peak hour. The location of the study area intersections is shown in
Figure 3 – Project Study Area. The existing traffic control and intersection geometrics at study area
intersections are shown in Figure 4 – Project Study Area Lane Geometry and Traffic Control. This
TIA includes the analysis of the following seven off-site intersections, six of which would be signalized
intersections and one would be an all-way stop controlled (AWSC) intersection. The intersection of
Mission Trail and Project Driveway 1 is assumed be a two-way stop controlled (TWSC) intersection.
The following intersections were included in the analysis:
1. Mission Trail and Project Dwy (Proposed -TWSC)
2. Mission Trail and Lemon St (Existing – Signalized)
3. Mission Trail and Corydon Rd (Existing – Signalized)
4. Mission Trail and Bundy Canyon Rd (Existing – Signalized)
5. Almond St and Bundy Canyon Rd (Existing – AWSC)
6. Orange St and Bundy Canyon Rd (Existing – Signalized)
7. I-15 SB Ramps and Bundy Canyon Rd (Existing – Signalized)
8. I-15 NB Ramps and Bundy Canyon Rd (Existing – Signalized)
Study area intersections were evaluated during the AM and PM peak hours, which are defined as
the hour with the highest traffic volumes during the 7 AM to 9 AM and 4 PM to 6 PM peak commute
periods. AM and PM peak hour traffic operations were evaluated for the following scenarios:
- Existing Conditions
- Project Completion (existing + ambient + project) Conditions
- Cumulative (existing + ambient + project + cumulative) Conditions
Because existing traffic volumes were collected on June 21st, 2022, while schools were not in session,
traffic count data was factored from the approved Lake Elsinore Mission Trails/Corydon C-Store
TIA1 traffic counts while school were in session. As shown in Table 1, a factor of 37% was obtained
for the AM peak hour counts and a factor of 12% was obtained for PM peak hour counts. The final
baseline existing traffic volumes utilized in the study are attached in Appendix B for reference.
Forecast traffic volumes for the Project Completion (2024) Conditions were developed by applying
a growth rate of two percent per year to the obtained 2022 traffic counts and by adding the
traffic generated by the project. The growth rate of two percent per year was approved by the
City of Lake Elsinore Engineering staff during the scoping process. Cumulative Conditions were
developed by adding the nearby cumulative (approved and not yet build and those under review)
development projects within a two-mile radius to the Project site to the Project Completion
Conditions. Cumulative projects were provided by the City of Lake Elsinore and City of Wildomar
Planning Department and are included in the Cumulative analysis scenarios.
1 Lake Elsinore Mission Trails/Corydon C-Store Traffic Impact Analysis (Red Corydon, LLC, January 20, 2020)
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Table 1. Conversion Rates
AM Peak Hour PM Peak Hour
2019 Count Plus
Ambient Growth Rate 2022 Count 2019 Count Plus
Ambient Growth Rate 2022 Count
Volumes 5,527 3,501 5,684 5,030
Difference in
Percentage 37% 12%
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Figure 4: Project Study Area
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Figure 5: Existing Project Study Area Lane Geometry and Traffic Control
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2.3 Methodology
Intersection operations are evaluated using Level of Service (LOS), which is a measure of the delay
experienced by drivers on a roadway facility. LOS A indicates free-flow traffic conditions and is
generally the best operating conditions. LOS F is an extremely congested condition and is the worst
operating condition from the driver’s perspective. In this analysis, LOS at signalized and
unsignalized intersections is calculated using the Highway Capacity Manual (HCM), 7 th Edition
methodology.
LOS at signalized intersections is defined in terms of the weighted average control delay for the
intersection as a whole. Control delay is a measure of the increase in travel time that is experienced
due to traffic signal control and is expressed in terms of average control delay per vehicle (in
seconds). Control delay is determined based on the intersection geometry and volume, signal cycle
length, phasing and coordination along the arterial corridor. Table 2 shows the relationship between
control delay and LOS.
Table 2. Relationship between Control Delay and LOS at a Signalized Intersection
LOS Delay (Seconds per Vehicle)
A ≤ 10
B >10 – 20
C >20 – 35
D >35 – 55
E >55 – 80
F >80
Unsignalized intersections are categorized as either all-way stop control (AWSC) or two-way stop
control (TWSC). LOS at AWSC intersections is determined by the weighted average control delay
of the overall intersection. The HCM TWSC intersection methodology calculates LOS based on the
delay experienced by drivers on the minor (stop-controlled) approaches to the intersection. For
TWSC intersections, LOS is determined for each minor-street movement, as well as the major-street
left-turns. The relationship between delay and LOS at Unsignalized intersections is shown in Table
3.
Table 3. Relationship between Delay and LOS an Unsignalized Intersection
LOS Delay (seconds)
A 0-10
B >10 – 15
C >15 – 25
D >25 – 35
E >35 – 50
F >50
2.4 Significance Criteria
City of Lake Elsinore
The City of Lake Elsinore, in general, requires that peak-hour intersections operate at LOS “D” or
better to be considered acceptable. Therefore, any City intersection operating at LOS “E” or LOS
“F” will be considered deficient. An addition of Project traffic that degrades operations from LOS
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D or better to LOS E or worse or increases delay on a facility operating at LOS D or worse will be
considered deficient and would need to identify an improvement to return to LOS D or better.
City of Wildomar
The City of Wildomar General Plan Mobility Element identifies LOS D as the threshold for all Mobility
Element roadways and intersections, with the exception of Clinton Keith Road, between Hidden
Spring Road and I-15 Northbound Ramps, where LOS E would be acceptable due to right-of-way
constraints, unless otherwise approved by the City Engineer.
California Department of Transportation (Caltrans)
The Caltrans Guide for the preparation of Traffic Impact Studies (December 2002) required that
State Highway facilities be analyzed when project traffic was added to the facility. As per the
guidelines, LOS D is required standard at intersections under the jurisdiction of Caltrans. However,
Caltrans states the following: “Caltrans acknowledges that this may not always be feasible and
recommends that the lead agency consult with Caltrans to determine the appropriate target LOS.” In
response to Implementation of SB 743, Caltrans released the Vehicle Miles Travel-Focused
Transportation Impact Study Guide, May 20, 2020. According to the latest guide, “With this
guidance, the Department will transition away from requesting LOS or other vehicle operations
analyses of land use projects.”
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3 EXISTING CONDITIONS
This section discusses the Existing conditions. Existing conditions are those conditions that exist within
the study area without the proposed project.
3.1 Existing Roadway Facilities
The 18-acre project site is located in the southeastern portion of the City of Lake Elsinore, west of
Mission Trail, and across from Lemon Street, Lewis Street, and Victorian Lane. Interstate 15 (I-15)
runs east of the project site. The characteristics of the roadway system in the study area are
described in Table 4 below. As discussed earlier in Section – 2.1, the proposed project driveway 1
on Mission Trail would be right-in/right-out only while the project driveway 2 on Lemon Street would
be full access.
Table 4. Existing Roadway System in the Study Area
3.2 Existing Bicycle and Pedestrian Facilities
There is no existing Class II on-street bicycle lane in the vicinity of the project. There are existing
sidewalks on Mission Trail, Corydon Road and Bundy Canyon Road. There are existing striped
crossings at the intersections of Mission Trail and Lemon Street, Mission Trail and Corydon Road,
Mission Trail and Bundy Canyon Road, Almond Street and Bundy Canyon Road, Orange Street and
Bundy Canyon Road, I-15 SB Ramps and Bundy Canyon Road and I-15 NB Ramps and Bundy
Canyon Road.
Roadway Classification1 Jurisdiction Direction
Existing Travel
Lanes Median Type2 Speed Limit
(mph)
On-Street
Parking
Mission Trail Urban Arterial
City of Lake
Elsinore/
City of
Wildomar
North-South 4 NM, TWLTL 50 No
Lemon St Major
City of
Wildomar East-West 2 NM 40 No
Corydon St Major
City of Lake
Elsinore/
City of
Wildomar
East-West 2 TWLTL 45 No
Bundy
Canyon Rd Urban Arterial City of
Wildomar East-West 2 NM 40 No
Almond St Collector
City of
Wildomar North-South 2 NM 25 Yes
Orange St Collector
City of
Wildomar North-South 2 NM 35 Yes
I-15 Interstate
Freeway Caltrans North-South 6 NM 65 No
1City of Lake Elsinore General Plan Circulation Element (2011)
2TWLTL = Two-way Left-Turn Lane, NM = No Median.
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3.3 Existing Public Transit Services
The City of Lake Elsinore and Riverside Transit Agency provide local and regional transit services
within the study area. Bus Route 8 Lake Elsinore – Wildomar loop starts from Lake Elsinore Outlet
Center and has bus stops on Misstion Trail. At least two bus stops are within a quarter mile of the
Project site. Route 8 operates in loops with headway of around 60 minutes. Appendix C shows the
routing and timetables of Bus Route 8.
3.4 Existing Traffic Volumes and Intersection Operations
Traffic counts at the existing study area intersections shown in Figure 3 – Project Study Area, were
collected on Tuesday, June 21, 2022, while schools were not in session. Because existing counts were
collected while schools were not in session, an adjustment was made to the existing 2022 counts by
comparing the traffic counts used in the approved TIA2 while school were in session. Intersection turn
movement count sheets are provided in Appendix B. Existing AM and PM peak hour traffic volumes
are shown in Figure 5 – Existing AM Peak Hour Traffic Volumes and on Figure 6 – Existing PM Peak
Hour Traffic Volumes respectively. The existing Levels of Service at the existing study area
intersections were determined using the HCM methodology, described previously in Section 2.3
Methodology. Table 5 shows the existing AM and PM peak hour levels of service at the study area
intersections. All LOS calculations are provided in Appendix D. As shown in Table 5, the following
intersection(s) operate at unsatisfactory LOS in this scenario:
6. Orange St and Bundy Canyon Rd (LOS F at AM peak hour and LOS E at PM peak hour).
Table 5. Existing AM and PM Peak Hour Levels of Service
2 Lake Elsinore Mission Trails/Corydon C-Store Traffic Impact Analysis (Red Corydon, LLC, January 20, 2020)
Delay1 LOS2 Delay1 LOS2
1. Mission Trail and Project Dwy City of Lake Elsinore/City of Wildomar TWSC - - - - D
2. Mission Trail and Lemon St City of Lake Elsinore/City of Wildomar Signal 6.9 A 6.9 A D
3. Mission Trail and Corydon Rd City of Lake Elsinore/City of Wildomar Signal 18.7 B 17.8 B D
4. Mission Trail and Bundy Canyon Rd City of Wildomar Signal 20.2 C 24.1 C D
5. Almond St and Bundy Canyon Rd City of Wildomar AWSC 10.8 B 12.3 B D
6. Orange St and Bundy Canyon Rd City of Wildomar Signal 94.1 F 60.6 E D
7. I-15 SB Ramps and Bundy Canyon Rd Caltrans Signal 18.9 B 21.0 C D
8. I-15 NB Ramps and Bundy Canyon Rd Caltrans Signal 15.3 B 17.5 B D
=Unsatisfactory Level of Service
Threshold of
Significance
PM Peak
2 Level of Service
Intersection Traffic
Control
1 Delay in Seconds
AM Peak
TWSC = Two-Way Stop Control
AWSC = All-Way Stop Control
Jurisdiction
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Figure 6: Existing AM Peak Hour Traffic Volumes
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Figure 7: Existing PM Peak Hour Traffic Volumes
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4 PROPOSED PROJECT
4.1 Project Description and Site Access
As described in Section 2.1 – Project Description, the project proposes to construct 191 two story
single-family detached residences. The proposed project driveway 1 on Mission Trail would be
right-in/right-out while the project driveway 2 on Lemon Street would be full access. Both project
driveways would provide gated entry and exit. The project is conditioned to widen its frontage
on Mission Trail to be three lanes including Class II on-street bicycle lane and a median. It is to be
noted that the lane geometry on Mission Trail and Lemon Street references the approved TIA 3
with stated opening year as 2021. At the intersection of Mission Trail and Lemon Street, as per
the project site plan and the site plan provided in previously approved TIA for the adjacent
development proposed south of the project site, the centerline of the proposed west leg of Lemon
Street appears to be aligned with the existing east leg of Lemon Street. No alignment issues are
expected as per the proposed lane geometry at this intersection. The project completion traffic
control and intersection geometrics at study area intersections are shown in Figure 7 – Project
Completion Study Area Lane Geometry and Traffic Control.
4.2 Project Trip Generation
Vehicle trips were generated for the project using trip rates from the Institute of Transportation
Engineers (ITE) Trip Generation Manual, 11th Edition, 2021. The trip generation for the project is
shown in Table 6. The project would generate 1,801 daily trips, including 134 AM peak hour and
180 PM peak hour trips.
Table 6. Project Trip Generation
4.3 Project Trips
Project trips were distributed to the eight study area intersections based on logical routes of travel.
The project trip distribution is shown in Figure 8 – Project Trip Distribution. The project AM and PM
trip assignment is shown in Figure 9 – Project AM Peak Hour Trip Assignment and Figure 10 – Project
PM Peak Hour Trip Assignment respectively. Project trips were assigned to the study area
intersections by multiplying the project trip generation by the trip distribution percent at each
location.
3 Lake Elsinore Mission Trails/Corydon C-Store Traffic Impact Analysis (Red Corydon, LLC, January 20, 2020)
Land Use Units Daily In Out Total In Out Total
Trip Rates
Single-Family Detached Housing1 DU 9.43 0.18 0.52 0.70 0.59 0.35 0.94
Project Trip Generation
Proposed Single-Family Detached Residential 191 DU 1,801 35 99 134 114 66 180
DU = Dwelling Unit
AM Peak Hour PM Peak Hour
1Trip rates from the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021, Land Use Code 210 - Single-
Family Detached Housing
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Figure 8: Project Completion Study Area Lane Geometry and Traffic Control
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Figure 9: Project Trip Distribution
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Figure 10: Project AM Peak Hour Trip Assignment
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Figure 11: Project PM Peak Hour Trip Assignment
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5 FUTURE CONDITIONS
This section discusses the Future conditions in the study area. Future conditions include Project
Completion Conditions and Cumulative Conditions.
5.1 Project Completion Conditions Traffic Volumes and Intersection Operations
The traffic volumes of Project Completion Conditions (existing + ambient + project) scenario were
developed by applying an ambient growth rate of two percent per year to the existing (2022)
traffic volumes and adding traffic generated by the proposed project. The Project Completion
Conditions (year 2024) traffic volumes are illustrated in Figure 11 – Project Completion Conditions
AM Peak Hour Traffic Volumes and Figure 12 – Project Completion Conditions PM Peak Hour Traffic
Volumes. It is to be noted that the Project Completion Conditions reference the lane geometry on
Mission Trail and Lemon Street from the approved TIA4 with stated opening year as 2021.
The Project Completion Conditions levels of service (LOS) at the eight study area intersections were
determined using the HCM methodology, described previously in Section 2.3 - Methodology. Table
7 shows the Project Completion Conditions AM and PM peak hour levels of service at the study area
intersections. All LOS calculations are provided in Appendix D. As shown in Table 7, the following
intersection(s) operate at unsatisfactory LOS in this scenario:
6. Orange St and Bundy Canyon Rd (LOS F at AM peak hour and LOS E at PM peak hour).
Recommended improvements for unsatisfactory LOS operations are discussed in Section 6 -
Recommended Improvements.
Table 7. Project Completion Conditions AM and PM Peak Hour Levels of Service
4 Lake Elsinore Mission Trails/Corydon C-Store Traffic Impact Analysis (Red Corydon, LLC, January 20, 2020)
Delay1 LOS2 Delay1 LOS2
1. Mission Trail and Project Dwy City of Lake Elsinore/City of Wildomar TWSC 12.0 B 12.1 B D
2. Mission Trail and Lemon St City of Lake Elsinore/City of Wildomar Signal 8.2 A 8.1 A D
3. Mission Trail and Corydon Rd City of Lake Elsinore/City of Wildomar Signal 17.8 B 15.8 B D
4. Mission Trail and Bundy Canyon Rd City of Wildomar Signal 16.9 B 20.7 C D
5. Almond St and Bundy Canyon Rd City of Wildomar AWSC 11.5 B 13.6 B D
6. Orange St and Bundy Canyon Rd City of Wildomar Signal 92.1 F 63.5 E D
7. I-15 SB Ramps and Bundy Canyon Rd Caltrans Signal 23.7 C 31.7 C D
8. I-15 NB Ramps and Bundy Canyon Rd Caltrans Signal 17.1 B 25.8 C D
=Unsatisfactory Level of Service
TWSC = Two-Way Stop Control
AWSC = All-Way Stop Control
1 Delay in Seconds
2 Level of Service
Threshold of
SignificanceIntersectionTraffic
Control
AM Peak PM PeakJurisdiction
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Figure 12: Project Completion Conditions AM Peak Hour Traffic Volumes
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Figure 13: Project Completion Conditions PM Peak Hour Traffic Volumes
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5.2 Cumulative Traffic Volumes and Intersection Operations
The traffic volumes of Cumulative (existing + ambient + project + cumulative) scenario were
developed by applying an ambient growth rate of two percent per year to the existing (2022)
traffic volumes, adding traffic generated by the proposed project and adding the nearby
cumulative (approved and not yet build and those under review) development projects within a
two-mile radius to the project site.
A total of 14 projects in the City of Lake Elsinore and City of Wildomar were included in the
Cumulative (Year 2024) condition. The location of the cumulative projects is shown in Figure 13 –
Location of Cumulative Projects. Based on availability, previously completed TIAs were used as a
source for trip generation and assignment for pending and approved projects. If no sources were
available, the cumulative project trip generation was calculated using trip rates from the Institute
of Transportation Engineers, Trip Generation Manual, 11th Edition. Table 8 shows the trip generation
for each of the cumulative project.
The traffic volumes generated by the cumulative projects were distributed to the study area
intersections based on logical routes of travel and are illustrated in Figure 14 – Cumulative Projects
AM Peak Hour Trip Assignment and Figure 15 – Cumulative Projects PM Peak Hour Trip Assignment.
The Cumulative traffic volumes are illustrated in Figure 16 – Cumulative AM Peak Hour Traffic
Volumes and Figure 17 – Cumulative PM Peak Hour Traffic Volumes. It is to be noted that the Project
Cumulative Condition references the lane geometry on Mission Trail and Lemon Street from the
approved TIA5 with stated opening year as 2021.
The Cumulative levels of service (LOS) at the eight study area intersections were determined using
the HCM methodology, described previously in Section 2.3 - Methodology All LOS calculations are
provided in Appendix D. As shown in Table 9, the following intersection(s) operate at unsatisfactory
LOS in this scenario:
6. Orange St and Bundy Canyon Rd (LOS F at AM peak hour and LOS E at PM peak hour).
7. I-15 SB Ramps and Bundy Canyon Rd ( LOS F at PM peak hour).
Recommended improvements for unsatisfactory LOS operations are discussed in the Section 6 -
Recommended Improvements.
5 Lake Elsinore Mission Trails/Corydon C-Store Traffic Impact Analysis (Red Corydon, LLC, January 20, 2020)
Mission Trail Residential Development
Traffic Impact Analysis
26
Figure 14: Location of Cumulative Projects
Mission Trail Residential Development
Traffic Impact Analysis
27
Table 8. Cumulative Projects Trip Generation
Land Use Units Daily In Out Total In Out Total
Trip Rates
Automated Car Wash1 TSF - - - - 7.10 7.10 14.20
Convenience Store/Gas Station - VFP (9-15)2 TSF 700.43 28.26 28.26 56.52 27.21 27.21 54.42
Athletic Club3 TSF 1.93 1.23 3.16 2.96 3.33 6.29
Shopping Plaza (40-150k) - Supermarket - No4 TSF 67.52 1.07 0.66 1.73 3.22 1.97 5.19
Fast-Food Restaurant with Drive-Through Window5 TSF 467.48 22.75 21.86 44.61 17.18 15.85 33.03
Mini-Warehouse6 TSF 1.45 0.05 0.04 0.09 0.07 0.08 0.15
Strip Retail Plaza (<40k)7 TSF 54.45 1.42 0.94 2.36 3.30 3.30 6.59
Free-Standing Discount Superstore8 TSF 50.52 1.04 0.82 1.86 2.12 2.21 4.33
Multifamily Housing (Low-Rise) - Not Close to Rail Transit9 DU 6.74 0.10 0.30 0.40 0.32 0.19 0.51
Single Family Residential10 DU 9.43 0.18 0.52 0.70 0.59 0.35 0.94
City of Lake Elsinore
1. Tommy's Express carwash 1 4.300 TSF - - - - 31 31 62
2. Diamond Specific Plan 11
Condominiums 600 DU
Hotel 150 RM
General Office 425 TSF
Shopping Center 472 TSF
Total Project Trip Generation 25,689 842 459 1,301 1,154 1,431 2,585
3. Berri Brothers
C-store with Gas Station2 3.000 TSF 2,101 85 85 170 82 82 164
Gas Station Pass-By Trips (76% AM, 75% PM) -64 -64 -128 -61 -61 -123
Carwash1 4.400 TSF - - - - 31 31 62
Total Project Trip Generation 2,102 21 21 42 52 52 104
4. LE Sports Complex 3 525.000 TSF 1,012 647 1,659 1,552 1,750 3,302
5. Artisan Alley 4 95.100 TSF 6,421 102 63 165 306 188 494
6. Corydon Gateway 12
Fast-Food with Drive-Thru 2.300 TSF
C-store with Gas Station 4.000 TSF
Carwash 4.300 TSF
Tire Store 5.200 TSF
Flex-condos (retail/offices) 22.080 TSF
Total Project Trip Generation 3,312 167 126 293 128 141 269
7. Golchech Group
Fast-Food with Drive-Thru5 4.500 TSF 2,104 102 98 200 77 71 148
Fast-Food with Drive-Thru Pass-By Trips (50% AM, 55% PM) -51 -49 -100 -42 -39 -81
C-store with Gas Station2 4.600 TSF 3,222 130 130 260 125 125 250
Gas Station Pass-By Trips (76% AM, 75% PM) -99 -99 -198 -94 -94 -188
Carwash 3.900 TSF - - - - 28 28 56
Self-storage 38.000 TSF 55 2 1 3 3 3 6
Total Project Trip Generation 5,381 84 82 166 97 94 191
AM Peak Hour PM Peak Hour
Mission Trail Residential Development
Traffic Impact Analysis
28
City of Wildomar
8. Wildomar Shooting Academy 13 34.702 TSF 290 - - - 38 42 80
9. Bundy Cayon Plaza
Fast-Food with Drive-Thru5 7.780 TSF 3,637 177 170 347 134 123 257
Fast-Food with Drive-Thru Pass-By Trips (50% AM, 55% PM) -88 -85 -173 -74 -68 -142
Retail7 23.700 TSF 1,290 34 22 56 78 78 156
Total Project Trip Generation 4,927 123 107 230 138 133 271
10. Wal-Mart Retail 8 193.792 TSF 9,790 202 159 360 411 428 839
11. Summerhill Phase II/Village at Monte Vista 14
Single-Family Detached Housing 84 DU
Business Park 136.000 TSF
Total Project Trip Generation 1,991 144 69 213 79 139 218
12. Monte Vista II Townhome 9 64 DU 431 6 19 25 21 12 33
13. Summerhill Community 10 70 DU 660 13 36 49 41 24 66
14. Bundy Canyon Resort Apartments 9 140 DU 944 13 43 56 45 26 71
Total Cumulative Trip Generation 61,939 2,729 1,830 4,559 4,093 4,492 8,585
TSF = Thousand Square Feet
DU = Dwelling Unit
RM = Rooms
13Trip generation is based on Gun Shooting Range/Tacticl Training Facility Traffic Impact Analysis (Urban Crossroads, Inc., April 22, 2019).
14Trip generation is based on Village at Monte Vista Traffic Impact Analysis (Kunzman Associates, Inc., June 29, 2018).
11Trip generation is based on Diamond Specific Plan Traffic Impact Analysis (Urban Crossroads, Inc., April 13, 2009).
12Trip generation is based on Lake Elsinore Mission Trails/Corydon C-Store Traffic Impact Analysis (Trames Solutions Inc., August 12, 2020).
9Trip rates from the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. Land Use Code 220 - Multifamily
Housing (Low-Rise) - Not Close to Rail Transit.
10Trip rates from the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. Land Use Code 210 - Single Family
Detached Housing.
6Trip rates from the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. Land Use Code 151 - Mini-Warehouse.
7Trip rates from the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. Land Use Code 822 - Strip Retail
Plaza (<40k).
8Trip rates from the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. Land Use Code 813 - Free-Standing
Discount Superstore.
1Trip rates from the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. Land Use Code 948 - Automated Car
Wash.
2Trip rates from the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. Land Use Code 945 - Convenience
Store/Gas Station - VFP (9-15).
3Trip rates from the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. Land Use Code 493 - Athletic Club.
4Trip rates from the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. Land Use Code 821 - Shopping Plaza
(40-150k) - Supermarket - No.
5Trip rates from the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. Land Use Code 934 - Fast-Food
Restaurant with Drive-Through Window.
Mission Trail Residential Development
Traffic Impact Analysis
29
Figure 15: Cumulative Projects AM Peak Hour Trip Assignment
Mission Trail Residential Development
Traffic Impact Analysis
30
Figure 16: Cumulative Projects PM Peak Hour Trip Assignment
Mission Trail Residential Development
Traffic Impact Analysis
31
Figure 17: Cumulative AM Peak Hour Traffic Volumes
Mission Trail Residential Development
Traffic Impact Analysis
32
Figure 18: Cumulative PM Peak Hour Traffic Volumes
Mission Trail Residential Development
Traffic Impact Analysis
33
Table 9. Cumulative Conditions AM and PM Peak Hour Levels of Service
Delay1 LOS2 Delay1 LOS2
1. Mission Trail and Project Dwy City of Lake Elsinore/City of Wildomar TWSC 14.1 B 17.6 C D
2. Mission Trail and Lemon St City of Lake Elsinore/City of Wildomar Signal 14.6 B 21.9 C D
3. Mission Trail and Corydon Rd City of Lake Elsinore/City of Wildomar Signal 19.8 B 18.5 B D
4. Mission Trail and Bundy Canyon Rd City of Wildomar Signal 18.3 B 24.5 C D
5. Almond St and Bundy Canyon Rd City of Wildomar AWSC 13.1 B 19.5 C D
6. Orange St and Bundy Canyon Rd City of Wildomar Signal 86.2 F 59.9 E D
7. I-15 SB Ramps and Bundy Canyon Rd Caltrans Signal 54.5 D 123.6 F D
8. I-15 NB Ramps and Bundy Canyon Rd Caltrans Signal 21.5 C 40.4 D D
=Unsatisfactory Level of Service
TWSC = Two-Way Stop Control
AWSC = All-Way Stop Control
1 Delay in Seconds
2 Level of Service
Threshold of
SignificanceIntersectionTraffic
Control
AM Peak PM PeakJurisdiction
Mission Trail Residential Development
Traffic Impact Analysis
34
6 RECOMMENDED IMPROVEMENTS
This section discusses recommended improvements for Project Completion Conditions and Cumulative
Conditions to achieve satisfactory intersection operations.
6.1 Recommendation for Project Completion Conditions Improvements
As shown in Table 7 previously under Project Completion scenario, the following intersection(s)
operate at unsatisfactory LOS in this scenario:
6. Orange St and Bundy Canyon Rd (LOS F at AM peak hour and E at PM peak hour).
The following improvements are recommended for satisfactory intersection operations:
6. Orange St and Bundy Canyon Rd: It is recommended to restripe the southbound approach
on Orange Street to provide an exclusive left-turn lane and a shared through-right-turn
lane. This improvement is consistent with the improvements identified for this intersection in
the East Lake Specific Plan TIA (March 22, 2017).
Table 10 shows the LOS during AM and PM peak hours with the recommended improvements. All
proposed improvement LOS calculations are provided in Appendix D. As seen in Table 10, all
affected intersections improved to a satisfactory LOS with the recommended improvements.
6.2 Recommendation for Cumulative Conditions Improvements
As shown in Table 9 previously under Cumulative scenario, the following intersection(s) operate at
unsatisfactory LOS in this scenario:
6. Orange St and Bundy Canyon Rd (LOS F at AM peak hour and LOS E at PM peak hour).
7. I-15 SB Ramps and Bundy Canyon Rd (LOS F at PM peak hour).
The following improvements are recommended for satisfactory intersection operations:
6. Orange St and Bundy Canyon Rd: It is recommended to restripe the southbound approach
on Orange Street to provide an exclusive left-turn lane and a shared through-right-turn
lane. This improvement is consistent with the improvements identified for this intersection in
the East Lake Specific Plan TIA (March 22, 2017)
7. I-15 SB Ramps and Bundy Canyon Rd: It is recommended to widen and to restripe the
southbound approach on I-15 SB Ramp to provide two exclusive left-turn lanes and a shared
through-right-turn lane. This improvement is consistent with the improvements identified for
the southbound approach of this intersection in the City of Lake Elsinore General Plan
(CLEGP) EIR (December 2011).
Table 11 shows the LOS during AM and PM peak hours with the recommended improvements. All
proposed improvement LOS calculations are provided in Appendix D. As seen in Table 11, all
affected intersections improved to a satisfactory LOS with the recommended improvements.
Mission Trail Residential Development
Traffic Impact Analysis
35
Table 10. Recommended Improvements on Project Completion AM and PM Peak Hour Levels of Service
Table 11. Recommended Improvements on Cumulative AM and PM Peak Hour Levels of Service
Delay1 LOS2 Delay1 LOS2 Delay1 LOS2 Delay1 LOS2 Delay1 LOS2 Delay1 LOS2
6.
Orange St and Bundy
Canyon Rd
Jurisdiction: City of
Wildomar
Traffic Control: Signal
94.1 F 60.6 E 92.1 F 63.5 E -2.0 2.9
Restripe the southbound
approach on Orange Street to
provide an exclusive left-turn
lane and a shared through-
right-turn lane.
20.2 C 18.5 B D No
=Unsatisfactory Level of Service
TWSC = Two-Way Stop Control
Recommended Improvements Signaficant?
AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak
Project Completion IMP
Threshold of
Significance
AM Delay
Difference
PM Delay
Difference
2 Level of Service
Intersection
Existing Project Completion
AWSC = All-Way Stop Control
1 Delay in Seconds
Delay1 LOS2 Delay1 LOS2 Delay1 LOS2 Delay1 LOS2 Delay1 LOS2 Delay1 LOS2
6.
Orange St and Bundy
Canyon Rd
Jurisdiction: City of
Wildomar
Traffic Control: Signal
94.1 F 60.6 E 86.2 F 59.9 E -7.9 -0.7
Restripe the southbound approach
on Orange Street to provide an
exclusive left-turn lane and a
shared through-right-turn lane.
20.9 C 18.5 B D No
7.
I-15 SB Ramps and
Bundy Canyon Rd
Jurisdiction: Caltrans
Traffic Control: Signal
18.9 B 21.0 C 54.5 D 123.6 F 35.6 102.6
Widen and restripe the
southbound approach on I-15 SB
Ramp to provide two exclusive
left-turn lanes and a shared
through-right-turn lane.
28.8 C 43.6 D D No
=Unsatisfactory Level of Service
TWSC = Two-Way Stop Control
Signaficant?
Existing Cumulative
PM PeakAM Peak PM Peak AM Peak AM PeakRecommended ImprovementsAM Delay
Difference
PM Delay
Difference
Cumulative IMP
Threshold of
Significance
Intersection
AWSC = All-Way Stop Control
1 Delay in Seconds
2 Level of Service
PM Peak
Mission Trail Residential Development
Traffic Impact Analysis
36
6.3 Intersection Queueing Analysis
A queuing analysis was prepared for the intersection of Mission Trail and Lemon Street, analyzing
the northbound and southbound left-turns, the eastbound left-turn and the westbound right-turn
queue length in relation to the proposed available vehicle storage. The queue was determined from
the 95th Percentile Queue shown on the LOS Sheets in Appendix D. The queuing results are shown
in Table 12 for Project Completion and Cumulative scenarios. An impact would occur if the project
caused an existing queue to increase past the storage length, or the project adds one vehicle length
(25ft) to an already deficient queue.
As shown in Table 12, there are no observed queueing deficiencies in both the Project Completion
and Cumulative Conditions at the intersection of Mission Trail and Lemon Street, except for the
southbound left-turn in Cumulative Conditions during the PM peak hour. It is recommended to restripe
the southbound left-turn storage length from 110 feet to 180 feet to provide adequate storage
length for vehicles making southbound left-turns.
Table 12. Queueing Length on the Intersection of Mission Trail and Lemon Street
6.4 Queueing Analysis using Crommelin Methodology
As mentioned in Section 2.1. Project Description, the driveways located on Mission Trail and Lemon
Street would be gated. To ensure that residential vehicle queues do not back up into the public
right of way, a queuing analysis was prepared using the methodology contained in Entrance-Exit
Design and Control for Major Parking Facilities6 (Crommelin Methodology). This methodology uses
a ratio of the average arrival rate and the average service rate to determine the number of
vehicles that would be queued behind the access gate.
The arrival rate would be the number of vehicles that enter through the gates during a typical peak
hour. The arrival rate would be the same as the inbound residential trip generation of the project.
As discussed in the trip assignment in Figures 9 and 10, there would be five passenger vehicles
6 Entrance-Exit Design and Control for Major Parking Facilities, Robert W. Crommelin, P.E., October 5, 1972.
NBL SBL EBL EBR
Storage Length 115 110 150 100
Queue Length 9/24 37/43 21/25 5/25
Exceeds? No No No No
Storage Length 115 110 150 100
Queue Length 14/62 81/178 46/47 4/3
Exceeds? No Yes No No
Note: NBL = Northbound Left-Turn, SBL = Southbound Left-Turn,
EBL = Eastbound Left-Turn, EBR = Eastbound Right-Turn
Queue length reported in feet for the AM/PM peak hours
Project Completion
Cumulative
Mission Trail Residential Development
Traffic Impact Analysis
37
entering the Mission Trail driveway and 30 passenger vehicles entering the Lemon Street driveway
during the AM peak hour; and 17 passenger vehicles entering the Mission Trail driveway and 97
passenger vehicles entering the Lemon Street driveway during the PM peak hour.
The service rate is the number of vehicles per hour that can be served by the gate. The proposed
gate is still in the conceptual phase; therefore, a conservative estimate of 25 seconds to open or
close was used. A two second clearance time was assumed for the passenger vehicles to enter the
gate. This would bring the total entry time per vehicle to 27 seconds. Utilizing this information, a
service rate of 133 passenger vehicles per hour was obtained given the number of vehicles entering
the site during the PM peak hour (There are more vehicles entering the site during PM peak hour,
so we only analyze the PM peak hour in this analysis). To determine the potential queue, the Traffic
Intensity is calculated and compared to the graph “Reservoir Needs vs. Traffic Intensity” from the
Crommelin report as shown in Figure 18. The Traffic Intensity is shown in Table 13.
Table 13. Gate Closed Traffic Intensity Calculation
PM Peak Hour (Hour of Highest Inbound Volume) Average Arrival
Rate
Average Service
Rate
Traffic Intensity1
Mission Trail Gate 17 133 0.13
Lemon Street Gate 97 133 0.73
1 Traffic Intensity = Average Arrival Rate ÷ Average Service Rate.
Figure 19: Reservoir Needs vs Traffic Intensity
Mission Trail Residential Development
Traffic Impact Analysis
38
The expected traffic intensity of 0.13 for the Mission Trail gate would correspond to a provision of
a negligible car reservoir queuing at a given point of time during the peak hours using the 95 th
percentile; therefore, one-car length would be expected. The expected traffic intensity of 0.73 for
the Lemon Street gate would correspond to a provision of a three-car reservoir queuing at a given
point of time during the peak hours using the 95th percentile. The Mission Trail driveway allows for
a storage length of 100 feet from the access gate to Mission Trail, and the Lemon Street driveway
allows for a storage length of 120 feet (on the right-turn lane meant for the project dwy 2 entrance)
between the driveway and the intersection of Mission Trail and Lemon Street. These storage lengths
would be able to accommodate a queue of about four passenger vehicles and five passenger
vehicles respectively, which can accommodate the queueing as a result of the project safely.
6.5 Fair Share Contributions
The project would be responsible for paying fair share contribution for the recommended
intersection improvements. The calculation of fair share uses the following equation: Fair share
percentage = Project trips/ (Project trips + Future development trips).
As shown in Table 14, the project fair share contribution is 17.65% for the intersection of Orange
Street and Bundy Canyon Road, and 8.12% for the intersection of I-15 SB Ramps and Bundy
Canyon Road.
Table 14. Project Fair Share Contribution
Project
Trips
Project Trips +
Future
Development Trips
Fair
Share1
Project
Trips
Project Trips +
Future
Development Trips
Fair
Share1
6. Orange St and Bundy Canyon Rd 54 306 17.65%72 443 16.25%
7. I-15 SB Ramps and Bundy Canyon Rd 54 665 8.12%72 1089 6.61%
1Fair share contribution percentage for improvements where the project is not directly responsible is calculated by the formula: Fair share percentage = Project
trips/(Project trips + Future development trips)
Intersection
AM Peak PM Peak
Mission Trail Residential Development
Traffic Impact Analysis
APPENDIX A – TRAFFIC STUDY SCOPING AGREEMENT
Traffic Impact Analysis
Preparation Guide
-14- June 2020
Provide SP No. and list of other approved or active projects within the SP.
SCOPING AGREEMENT FOR TRAFFIC IMPACT STUDY
This letter acknowledges the City of Lake Elsinore requirements for traffic impact analysis of the following
project. The analysis must follow the City of Lake Elsinore Traffic Study Guidelines dated May 2020.
Case No. PA 2022-03 (TTM 38378 and RDR 2022-02)
Related Cases -
SP No.
EIR No.
GPA No.
CZ No.
Project Name: Mission Trails Residential
Project Address: Vacant parcel on Mission Trail and Lemon St (APNs 370-050-019, 020 and 032)
Project Description: Development of 191, 2 story single-family detached residential units.
Consultant Developer
Name:
Address:
Telephone:
Fax:
EPD Solutions
2355 Main Street Suite #100
Irvine CA 92614
949-794-1186
Brett Crowder
Coastal Commercial Properties
1020 Second St, Suite C
Encinitas, CA 92024
A. Trip Generation Source: ITE Trip Generation Manual; 11th edition
Current GP Land Use: East Lake Specific Plan Proposed Land Use: East Lake Specific Plan
Current Zoning: Mixed Use Overlay Proposed Zoning: Mixed Use Overlay
Current Trip Generation Proposed Trip Generation
In Out Total In Out Total
AM Trips 35 99 134
PM Trips 114 66 180
Internal Trip Allowance ☐ Yes ☒ No % Trip Discount
Pass-By Trip Allowance ☐ Yes ☒ No % Trip Discount
B. Trip Geographic Distribution: N_55__% S_30_% E_3_% W_12_% (Attached exhibit for detailed
assignment)
C. Background Traffic
Project Build-out Year: 2024 Annual Ambient Growth Rate: 2 %
Phase Year(s):
Other area projects to be analyzed: Cumulative development projects will be obtained from the city of Lake Elsinore.
To be provided by Planning Department.
Model/Forecast methodology: Annual ambient growth applied over existing volumes for the project opening.
Traffic Impact Analysis
Preparation Guide
-15- June 2020
Scoping Agreement – Page 2
D. Study intersections: (NOTE: Subject to revision after other projects, trip generation and distribution
are determined, or comments from other agencies.)
1.Mission Trail/Project Dwy
2.Mission Trail/Lemon St
3.Mission Trail/Corydon Rd
4.Mission Trail/Bundy Canyon Rd
5.Almond St/Bundy Canyon Rd
6.Orange St/Bundy Canyon Rd
7.I-15 SB Ramps/Bundy Canyon Rd
8.I-15 NB Ramps/Bundy Canyon Rd
9. 10. 11. 12.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
E. Study Roadway Segments: (NOTE: Subject to revision after other projects, trip generation and
distribution are determined, or comments from other agencies.)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
E. Other Jurisdictional Impacts
Is this project within a one-mile radius of another jurisdiction or State Highway? Yes No
If so, name of Agency: Caltrans, City of Wildomar
F. Site Plan (please attach figure)
G. Specific issues to be addressed in the Study (in addition to the standard analysis described
in the Guideline) (To be filled out by City)
1) Analyze eastbound Lemon Street signalized intersection approach roadway width and
alignment with existing westbound Lemon Street approach and provide recommendations.
2) Analyze #1-Mission Trail/Project Dwy left turn queuing and storage requirements
H. Existing Conditions
Traffic count data must be new or recent within 1 calendar year. Provide traffic count dates if using
other than new counts. Date of counts: New counts will be collected at the study area intersections
once this scoping agreement is approved. New counts will be compared to count data from approved Lake
Elsinore TIA to account for schools not being in session.
I. Traffic Study Requirements
Traffic Study Required: _X_ ____________________________________________
Focused Study Required: ___ ____________________________________________
Traffic Impact Analysis
Preparation Guide
-16- June 2020
Scoping Agreement – Page 3
Except from Analysis: ___ _______________________
Recommended by: Approved Scoping Agreement:
06/21/2022
City of Lake Elsinore Engineering DepartmentConsultant’s Representative Date
Scoping Agreement Submitted on 05/12/2022,
06/07/2022, 06/21/2022
Revised on 06/21/2022
Nicholas Lowe 6/22/2022
Traffic Impact Analysis
Preparation Guide
-17- June 2020
Table 1: Trip Generation
AM Peak Hour PM Peak Hour
Land Use Units Daily In Out Total In Out Total
Trip Rates
Single Family Detached Housing1 DU 9.43 0.18 0.52 0.70 0.59 0.35 0.94
Project Trip Generation
Single Family Detached Housing 191 DU 1801 35 99 134 114 66 180
DU = Dwelling Unit
TSF = Thousand Square Feet 1 Trip rates from the Institute of Transportation Engineers, Trip Generation, 11th Edition, 2021, Land Use Code 210-Single Family Detached Housing
Figure 1: Project Location
Figure 2: Site Plan
N
Figure 3: Project Trip Distribution
Note: Main project driveway at
intersection #1 is full access.
Mission Trail Residential Development
Traffic Impact Analysis
APPENDIX B – TRAFFIC COUNTS
File Name : 02_LKE_Mission Trail_Lemon AM
Site Code : 20119606
Start Date : 9/18/2019
Page No : 1
City of Lake Elsinore
N/S: Mission Trail
E/W: Lemon Street
Weather: Clear
Groups Printed- Total Volume
Mission Trail
Southbound
Lemon Street
Westbound
Mission Trail
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
07:00 AM 4 135 139 16 8 24 101 16 117 280
07:15 AM 8 123 131 19 6 25 112 15 127 283
07:30 AM 6 193 199 14 20 34 170 17 187 420
07:45 AM 11 220 231 29 9 38 199 33 232 501
Total 29 671 700 78 43 121 582 81 663 1484
08:00 AM 5 177 182 11 7 18 215 25 240 440
08:15 AM 13 158 171 13 9 22 197 19 216 409
08:30 AM 5 104 109 19 17 36 180 18 198 343
08:45 AM 4 93 97 6 8 14 116 13 129 240
Total 27 532 559 49 41 90 708 75 783 1432
Grand Total 56 1203 1259 127 84 211 1290 156 1446 2916
Apprch %4.4 95.6 60.2 39.8 89.2 10.8
Total %1.9 41.3 43.2 4.4 2.9 7.2 44.2 5.3 49.6
Mission Trail
Southbound
Lemon Street
Westbound
Mission Trail
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right 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 07:30 AM
07:30 AM 6 193 199 14 20 34 170 17 187 420
07:45 AM 11 220 231 29 9 38 199 33 232 501
08:00 AM 5 177 182 11 7 18 215 25 240 440
08:15 AM 13 158 171 13 9 22 197 19 216 409
Total Volume 35 748 783 67 45 112 781 94 875 1770
% App. Total 4.5 95.5 59.8 40.2 89.3 10.7
PHF .673 .850 .847 .578 .563 .737 .908 .712 .911 .883
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
B-5
File Name : 02_LKE_Mission Trail_Lemon AM
Site Code : 20119606
Start Date : 9/18/2019
Page No : 2
City of Lake Elsinore
N/S: Mission Trail
E/W: Lemon Street
Weather: Clear
Mission Trail Lemon Street Mission Trail
Thru
748
Left
35
InOut Total
826 783 1609 Right45 Left67 OutTotalIn129 112 241 Thru
781
Right
94
Out TotalIn
815 875 1690
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 07:00 AM 07:45 AM
+0 mins.6 193 199 16 8 24 199 33 232
+15 mins.11 220 231 19 6 25 215 25 240
+30 mins.5 177 182 14 20 34 197 19 216
+45 mins.13 158 171 29 9 38 180 18 198
Total Volume 35 748 783 78 43 121 791 95 886
% App. Total 4.5 95.5 64.5 35.5 89.3 10.7
PHF .673 .850 .847 .672 .538 .796 .920 .720 .923
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
B-6
File Name : 02_LKE_Mission Trail_Lemon PM
Site Code : 20119606
Start Date : 9/18/2019
Page No : 1
City of Lake Elsinore
N/S: Mission Trail
E/W: Lemon Street
Weather: Clear
Groups Printed- Total Volume
Mission Trail
Southbound
Lemon Street
Westbound
Mission Trail
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total
04:00 PM 11 166 177 21 13 34 188 23 211 422
04:15 PM 14 161 175 17 18 35 208 29 237 447
04:30 PM 9 166 175 10 11 21 199 34 233 429
04:45 PM 15 131 146 11 7 18 221 43 264 428
Total 49 624 673 59 49 108 816 129 945 1726
05:00 PM 5 166 171 11 14 25 202 34 236 432
05:15 PM 12 184 196 21 9 30 187 35 222 448
05:30 PM 8 160 168 18 21 39 215 30 245 452
05:45 PM 9 139 148 18 21 39 207 27 234 421
Total 34 649 683 68 65 133 811 126 937 1753
Grand Total 83 1273 1356 127 114 241 1627 255 1882 3479
Apprch %6.1 93.9 52.7 47.3 86.5 13.5
Total %2.4 36.6 39 3.7 3.3 6.9 46.8 7.3 54.1
Mission Trail
Southbound
Lemon Street
Westbound
Mission Trail
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru 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 04:45 PM
04:45 PM 15 131 146 11 7 18 221 43 264 428
05:00 PM 5 166 171 11 14 25 202 34 236 432
05:15 PM 12 184 196 21 9 30 187 35 222 448
05:30 PM 8 160 168 18 21 39 215 30 245 452
Total Volume 40 641 681 61 51 112 825 142 967 1760
% App. Total 5.9 94.1 54.5 45.5 85.3 14.7
PHF .667 .871 .869 .726 .607 .718 .933 .826 .916 .973
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
B-7
File Name : 02_LKE_Mission Trail_Lemon PM
Site Code : 20119606
Start Date : 9/18/2019
Page No : 2
City of Lake Elsinore
N/S: Mission Trail
E/W: Lemon Street
Weather: Clear
Mission Trail Lemon Street Mission Trail
Thru
641
Left
40
InOut Total
876 681 1557 Right51 Left61 OutTotalIn182 112 294 Thru
825
Right
142
Out TotalIn
702 967 1669
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:30 PM 05:00 PM 04:15 PM
+0 mins.9 166 175 11 14 25 208 29 237
+15 mins.15 131 146 21 9 30 199 34 233
+30 mins.5 166 171 18 21 39 221 43 264
+45 mins.12 184 196 18 21 39 202 34 236
Total Volume 41 647 688 68 65 133 830 140 970
% App. Total 6 94 51.1 48.9 85.6 14.4
PHF .683 .879 .878 .810 .774 .853 .939 .814 .919
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
B-8
File Name : 03_WDM_Mission Trail_Corydon AM
Site Code : 20119606
Start Date : 9/18/2019
Page No : 1
City of Wildomar
N/S: Mission Trail
E/W: Corydon Road
Weather: Clear
Groups Printed- Total Volume
Mission Trail
Southbound
Mission Trail
Northbound
Corydon Road
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total
07:00 AM 81 68 149 48 53 101 66 38 104 354
07:15 AM 71 75 146 48 53 101 82 39 121 368
07:30 AM 94 107 201 45 72 117 107 61 168 486
07:45 AM 119 133 252 54 80 134 144 58 202 588
Total 365 383 748 195 258 453 399 196 595 1796
08:00 AM 123 62 185 48 103 151 131 83 214 550
08:15 AM 108 69 177 41 149 190 72 48 120 487
08:30 AM 57 69 126 55 97 152 94 41 135 413
08:45 AM 48 59 107 34 58 92 72 33 105 304
Total 336 259 595 178 407 585 369 205 574 1754
Grand Total 701 642 1343 373 665 1038 768 401 1169 3550
Apprch %52.2 47.8 35.9 64.1 65.7 34.3
Total %19.7 18.1 37.8 10.5 18.7 29.2 21.6 11.3 32.9
Mission Trail
Southbound
Mission Trail
Northbound
Corydon Road
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right 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 07:30 AM
07:30 AM 94 107 201 45 72 117 107 61 168 486
07:45 AM 119 133 252 54 80 134 144 58 202 588
08:00 AM 123 62 185 48 103 151 131 83 214 550
08:15 AM 108 69 177 41 149 190 72 48 120 487
Total Volume 444 371 815 188 404 592 454 250 704 2111
% App. Total 54.5 45.5 31.8 68.2 64.5 35.5
PHF .902 .697 .809 .870 .678 .779 .788 .753 .822 .898
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
B-9
File Name : 03_WDM_Mission Trail_Corydon AM
Site Code : 20119606
Start Date : 9/18/2019
Page No : 2
City of Wildomar
N/S: Mission Trail
E/W: Corydon Road
Weather: Clear
Mission Trail Corydon Road Mission Trail
Right
371
Thru
444
InOut Total
858 815 1673
Left
188
Thru
404
Out TotalIn
694 592 1286 Left454 Right250 TotalOutIn559 704 1263 Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:15 AM
+0 mins.94 107 201 54 80 134 82 39 121
+15 mins.119 133 252 48 103 151 107 61 168
+30 mins.123 62 185 41 149 190 144 58 202
+45 mins.108 69 177 55 97 152 131 83 214
Total Volume 444 371 815 198 429 627 464 241 705
% App. Total 54.5 45.5 31.6 68.4 65.8 34.2
PHF .902 .697 .809 .900 .720 .825 .806 .726 .824
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
B-10
File Name : 03_WDM_Mission Trail_Corydon PM
Site Code : 20119606
Start Date : 9/18/2019
Page No : 1
City of Wildomar
N/S: Mission Trail
E/W: Corydon Road
Weather: Clear
Groups Printed- Total Volume
Mission Trail
Southbound
Mission Trail
Northbound
Corydon Road
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total
04:00 PM 82 100 182 56 115 171 92 76 168 521
04:15 PM 74 110 184 59 129 188 114 53 167 539
04:30 PM 72 109 181 55 106 161 132 81 213 555
04:45 PM 72 71 143 60 136 196 130 62 192 531
Total 300 390 690 230 486 716 468 272 740 2146
05:00 PM 75 105 180 69 97 166 144 65 209 555
05:15 PM 95 110 205 54 104 158 125 57 182 545
05:30 PM 89 94 183 72 126 198 121 59 180 561
05:45 PM 81 82 163 35 107 142 120 61 181 486
Total 340 391 731 230 434 664 510 242 752 2147
Grand Total 640 781 1421 460 920 1380 978 514 1492 4293
Apprch %45 55 33.3 66.7 65.5 34.5
Total %14.9 18.2 33.1 10.7 21.4 32.1 22.8 12 34.8
Mission Trail
Southbound
Mission Trail
Northbound
Corydon Road
Eastbound
Start Time Thru Right App. Total Left Thru 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 04:45 PM
04:45 PM 72 71 143 60 136 196 130 62 192 531
05:00 PM 75 105 180 69 97 166 144 65 209 555
05:15 PM 95 110 205 54 104 158 125 57 182 545
05:30 PM 89 94 183 72 126 198 121 59 180 561
Total Volume 331 380 711 255 463 718 520 243 763 2192
% App. Total 46.6 53.4 35.5 64.5 68.2 31.8
PHF .871 .864 .867 .885 .851 .907 .903 .935 .913 .977
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
B-11
File Name : 03_WDM_Mission Trail_Corydon PM
Site Code : 20119606
Start Date : 9/18/2019
Page No : 2
City of Wildomar
N/S: Mission Trail
E/W: Corydon Road
Weather: Clear
Mission Trail Corydon Road Mission Trail
Right
380
Thru
331
InOut Total
983 711 1694
Left
255
Thru
463
Out TotalIn
574 718 1292 Left520 Right243 TotalOutIn635 763 1398 Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
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 04:45 PM 04:30 PM
+0 mins.75 105 180 60 136 196 132 81 213
+15 mins.95 110 205 69 97 166 130 62 192
+30 mins.89 94 183 54 104 158 144 65 209
+45 mins.81 82 163 72 126 198 125 57 182
Total Volume 340 391 731 255 463 718 531 265 796
% App. Total 46.5 53.5 35.5 64.5 66.7 33.3
PHF .895 .889 .891 .885 .851 .907 .922 .818 .934
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
B-12
File Name : 04_WDM_Mission Trail_Bundy Canyon AM
Site Code : 20119606
Start Date : 9/18/2019
Page No : 1
City of Wildomar
N/S: Mission Trail
E/W: Bundy Canyon Road
Weather: Clear
Groups Printed- Total Volume
Mission Trail
Southbound
Bundy Canyon Road
Westbound
Mission Trail
Northbound
Bundy Canyon Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 50 63 0 113 11 0 50 61 0 42 17 59 0 0 0 0 233
07:15 AM 37 50 0 87 13 0 38 51 0 50 14 64 0 0 0 0 202
07:30 AM 66 75 0 141 7 0 47 54 0 66 14 80 0 0 0 0 275
07:45 AM 62 86 0 148 13 2 63 78 0 72 15 87 0 0 0 0 313
Total 215 274 0 489 44 2 198 244 0 230 60 290 0 0 0 0 1023
08:00 AM 84 100 0 184 13 1 64 78 0 84 23 107 0 0 0 0 369
08:15 AM 73 88 0 161 20 0 85 105 0 88 13 101 0 0 0 0 367
08:30 AM 51 47 0 98 9 0 65 74 0 71 17 88 0 0 1 1 261
08:45 AM 47 24 0 71 11 0 51 62 0 43 7 50 0 0 0 0 183
Total 255 259 0 514 53 1 265 319 0 286 60 346 0 0 1 1 1180
Grand Total 470 533 0 1003 97 3 463 563 0 516 120 636 0 0 1 1 2203
Apprch %46.9 53.1 0 17.2 0.5 82.2 0 81.1 18.9 0 0 100
Total %21.3 24.2 0 45.5 4.4 0.1 21 25.6 0 23.4 5.4 28.9 0 0 0 0
Mission Trail
Southbound
Bundy Canyon Road
Westbound
Mission Trail
Northbound
Bundy Canyon Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right 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 07:30 AM
07:30 AM 66 75 0 141 7 0 47 54 0 66 14 80 0 0 0 0 275
07:45 AM 62 86 0 148 13 2 63 78 0 72 15 87 0 0 0 0 313
08:00 AM 84 100 0 184 13 1 64 78 0 84 23 107 0 0 0 0 369
08:15 AM 73 88 0 161 20 0 85 105 0 88 13 101 0 0 0 0 367
Total Volume 285 349 0 634 53 3 259 315 0 310 65 375 0 0 0 0 1324
% App. Total 45 55 0 16.8 1 82.2 0 82.7 17.3 0 0 0
PHF .848 .873 .000 .861 .663 .375 .762 .750 .000 .881 .707 .876 .000 .000 .000 .000 .897
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
B-13
File Name : 04_WDM_Mission Trail_Bundy Canyon AM
Site Code : 20119606
Start Date : 9/18/2019
Page No : 2
City of Wildomar
N/S: Mission Trail
E/W: Bundy Canyon Road
Weather: Clear
Mission Trail Bundy Canyon Road Bundy Canyon Road Mission Trail
Right
0
Thru
349
Left
285
InOut Total
569 634 1203 Right259 Thru3 Left53 OutTotalIn350 315 665 Left
0
Thru
310
Right
65
Out TotalIn
402 375 777 Left0 Thru0 Right0 TotalOutIn3 0 3 Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins.66 75 0 141 13 2 63 78 0 72 15 87 0 0 0 0
+15 mins.62 86 0 148 13 1 64 78 0 84 23 107 0 0 0 0
+30 mins.84 100 0 184 20 0 85 105 0 88 13 101 0 0 0 0
+45 mins.73 88 0 161 9 0 65 74 0 71 17 88 0 0 1 1
Total Volume 285 349 0 634 55 3 277 335 0 315 68 383 0 0 1 1
% App. Total 45 55 0 16.4 0.9 82.7 0 82.2 17.8 0 0 100
PHF .848 .873 .000 .861 .688 .375 .815 .798 .000 .895 .739 .895 .000 .000 .250 .250
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
B-14
File Name : 04_WDM_Mission Trail_Bundy Canyon PM
Site Code : 20119606
Start Date : 9/18/2019
Page No : 1
City of Wildomar
N/S: Mission Trail
E/W: Bundy Canyon Road
Weather: Clear
Groups Printed- Total Volume
Mission Trail
Southbound
Bundy Canyon Road
Westbound
Mission Trail
Northbound
Bundy Canyon Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
04:00 PM 80 70 0 150 27 0 73 100 1 78 16 95 0 0 0 0 345
04:15 PM 65 45 0 110 30 0 83 113 0 86 19 105 0 0 0 0 328
04:30 PM 92 51 0 143 18 0 70 88 0 71 13 84 0 0 0 0 315
04:45 PM 69 58 0 127 29 0 103 132 1 90 7 98 0 0 0 0 357
Total 306 224 0 530 104 0 329 433 2 325 55 382 0 0 0 0 1345
05:00 PM 71 65 0 136 32 0 82 114 0 60 8 68 0 0 0 0 318
05:15 PM 65 70 0 135 27 0 87 114 0 76 15 91 0 0 0 0 340
05:30 PM 66 60 0 126 54 0 106 160 1 73 24 98 0 1 0 1 385
05:45 PM 63 62 0 125 31 0 83 114 0 68 14 82 0 0 0 0 321
Total 265 257 0 522 144 0 358 502 1 277 61 339 0 1 0 1 1364
Grand Total 571 481 0 1052 248 0 687 935 3 602 116 721 0 1 0 1 2709
Apprch %54.3 45.7 0 26.5 0 73.5 0.4 83.5 16.1 0 100 0
Total %21.1 17.8 0 38.8 9.2 0 25.4 34.5 0.1 22.2 4.3 26.6 0 0 0 0
Mission Trail
Southbound
Bundy Canyon Road
Westbound
Mission Trail
Northbound
Bundy Canyon Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru 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 04:45 PM
04:45 PM 69 58 0 127 29 0 103 132 1 90 7 98 0 0 0 0 357
05:00 PM 71 65 0 136 32 0 82 114 0 60 8 68 0 0 0 0 318
05:15 PM 65 70 0 135 27 0 87 114 0 76 15 91 0 0 0 0 340
05:30 PM 66 60 0 126 54 0 106 160 1 73 24 98 0 1 0 1 385
Total Volume 271 253 0 524 142 0 378 520 2 299 54 355 0 1 0 1 1400
% App. Total 51.7 48.3 0 27.3 0 72.7 0.6 84.2 15.2 0 100 0
PHF .954 .904 .000 .963 .657 .000 .892 .813 .500 .831 .563 .906 .000 .250 .000 .250 .909
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
B-15
File Name : 04_WDM_Mission Trail_Bundy Canyon PM
Site Code : 20119606
Start Date : 9/18/2019
Page No : 2
City of Wildomar
N/S: Mission Trail
E/W: Bundy Canyon Road
Weather: Clear
Mission Trail Bundy Canyon Road Bundy Canyon Road Mission Trail
Right
0
Thru
253
Left
271
InOut Total
677 524 1201 Right378 Thru0 Left142 OutTotalIn326 520 846 Left
2
Thru
299
Right
54
Out TotalIn
395 355 750 Left0 Thru1 Right0 TotalOutIn2 1 3 Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:30 PM 04:45 PM 04:00 PM 04:45 PM
+0 mins.92 51 0 143 29 0 103 132 1 78 16 95 0 0 0 0
+15 mins.69 58 0 127 32 0 82 114 0 86 19 105 0 0 0 0
+30 mins.71 65 0 136 27 0 87 114 0 71 13 84 0 0 0 0
+45 mins.65 70 0 135 54 0 106 160 1 90 7 98 0 1 0 1
Total Volume 297 244 0 541 142 0 378 520 2 325 55 382 0 1 0 1
% App. Total 54.9 45.1 0 27.3 0 72.7 0.5 85.1 14.4 0 100 0
PHF .807 .871 .000 .946 .657 .000 .892 .813 .500 .903 .724 .910 .000 .250 .000 .250
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
B-16
T218
DATE:LOCATION:PROJECT #:SC3501
Tue, Jun 21, 22 NORTH & SOUTH: LOCATION #:6
EAST & WEST: CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL
LANES:X2112XXXX0X0 0000
7:00 AM 0821331100000904221 00000
7:15 AM 0921621140000607237 00000
7:30 AM 011716612600001708290 00000
7:45 AM 016024914400001207356 00000
8:00 AM 0121181411700001008288 00000
8:15 AM 01101081090000603246 00000
8:30 AM 09716711300001105249 00000
8:45 AM 012310699000012011261 00000
VOLUMES 0902123559320000830532,14800000
APPROACH % 0% 88% 12% 6% 94% 0% 0% 0% 0% 61% 0% 39%
APP/DEPART 1,025 /955 987 /1,015 0 /178 136 /00
BEGIN PEAK HR
VOLUMES 050868374960000450261,180
APPROACH % 0% 88% 12% 7% 93% 0% 0% 0% 0% 63% 0% 37%
PEAK HR FACTOR 0.783 0.871 0.000 0.710 0.829
APP/DEPART 576 /534 533 /541 0 /105 71 /00
4:00 PM 0194119155000011012392 00000
4:15 PM 01871313142000016011382 00000
4:30 PM 021823916400008011433 00000
4:45 PM 017628816500001409400 00000
5:00 PM 02042711165000017013437 00000
5:15 PM 020024712900001009379 00000
5:30 PM 01922117177000010010427 00000
5:45 PM 0211151316000009010418 01001
VOLUMES 01,582162871,2570000950853,26801001
APPROACH % 0% 91% 9% 6% 94% 0% 0% 0% 0% 53% 0% 47%
APP/DEPART 1,744 /1,668 1,344 /1,352 0 /248 180 /00
BEGIN PEAK HR
VOLUMES 080787486310000460421,661
APPROACH % 0% 90% 10% 7% 93% 0% 0% 0% 0% 52% 0% 48%
PEAK HR FACTOR 0.968 0.875 0.000 0.733 0.950
APP/DEPART 894 /850 679 /677 0 /134 88 /00
Mission
NORTH SIDE
Lemon WEST SIDE EAST SIDE Lemon
SOUTH SIDE
Mission
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL
7:00 AM 00112 00011 00101
7:15 AM 00000 00000 00000
7:30 AM 00000 00000 00000
7:45 AM 00101 00101 00000
8:00 AM 00101 00000 00101
8:15 AM 10124 00000 10124
8:30 AM 00112 00000 00112
8:45 AM 00011 00011 00000
TOTAL 105511 00123 10438
AM BEGIN PEAK HR 00101
4:00 PM 00000 00000 00000
4:15 PM 00000 00000 00000
4:30 PM 00011 00000 00011
4:45 PM 00112 00000 00112
5:00 PM 00000 00000 00000
5:15 PM 00000 00000 00000
5:30 PM 00000 00000 00000
5:45 PM 00011 00000 00011
TOTAL 00134 00000 00134
00000AMPMAM7:30 AM
PM5:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
PM BEGIN PEAK HR 5:00 PM
BICYCLE CROSSINGSPEDESTRIAN CROSSINGS
U-TURNS
Mission Mission Lemon Lemon
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Lake Elsinore
Mission
Lemon
Add U-Turns to Left Turns
2,331 0 2,189 142 TOTAL 2,623
1,344 0 1,257 87 PM 1,668
987 0 932 55 AM 955
136 180 316 0 0 0 53 85 138 0 0 0 TOTALPMAM83 95 178 0 0 0 AMPMTOTAL0 0 0 0 0 0 178 248 426 0 0 0 1,015 AM 0 902 123 1,025
1,352 PM 0 1,582 162 1,744
2,367 TOTAL 0 2,484 285 2,769
1,212 0 1,127 85 TOTAL 1,384
679 0 631 48 PM 850
533 0 496 37 AM 534
71 88 159 0 0 0 26 42 68 0 0 0 TOTALPMAMAM 7:30 AM
8:45 AM 45 46 91 0 0 0 #N/A AMPMTOTAL0 0 0 PM 5:00 PM
5:45 PM
0 0 0 105 134 239 0 0 0 541 AM 0 508 68 576
677 PM 0 807 87 894
1,218 Total 0 1,315 155 1,470
Mission
Mission
Mission
LemonLemonPEAK HOUR
AimTD LLC
TURNING MOVEMENT COUNTS
Mission
LemonLemonLake Elsinore
SC3501
ALL HOURS
T218
DATE:LOCATION:PROJECT #:SC3501
Tue, Jun 21, 22 NORTH & SOUTH: LOCATION #:7
EAST & WEST: CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL
LANES:1 2 X X 2 1 2 X 2 X X X 0000
7:00 AM 57 44 0 0 56 63 50 0 32 0 0 0 302 00000
7:15 AM 42 50 0 0 57 62 58 0 40 0 0 0 309 00000
7:30 AM 58 70 0 0 70 70 64 0 46 0 0 0 378 00000
7:45 AM 29 88 0 0 71 80 96 0 51 0 0 0 415 00000
8:00 AM 35 50 0 0 68 61 89 0 38 0 0 0 341 00000
8:15 AM 31 51 0 0 57 53 70 0 24 0 0 0 286 00000
8:30 AM 29 44 0 0 64 61 69 0 32 0 0 0 299 00000
8:45 AM 52 69 0 0 51 66 64 0 31 0 0 0 333 00000
VOLUMES 333466 0 0 494516560 0 294 0 0 02,663 00000
APPROACH % 42% 58% 0% 0% 49% 51% 66% 0% 34% 0% 0% 0%
APP/DEPART 799 /1,026 1,010 /788 854 /00 /849 0
BEGIN PEAK HR
VOLUMES 164 258 0 0 266 273 307 0 175 0 0 0 1,443
APPROACH % 39% 61% 0% 0% 49% 51% 64% 0% 36% 0% 0% 0%
PEAK HR FACTOR 0.824 0.892 0.820 0.000 0.869
APP/DEPART 422 /565 539 /441 482 /00 /437 0
4:00 PM 51 107 0 0 76 82 93 0 62 0 0 0 471 00000
4:15 PM 46 112 0 0 76 86 98 0 72 0 0 0 490 00000
4:30 PM 48 109 0 0 68 107 131 0 69 0 0 0 532 00000
4:45 PM 59 95 0 0 61 113 110 0 77 0 0 0 515 00000
5:00 PM 43 116 0 0 76 100 116 0 84 0 0 0 535 00000
5:15 PM 48 126 0 0 69 77 93 0 83 0 0 0 496 00000
5:30 PM 52 101 0 0 77 99 120 0 68 0 0 0 517 00000
5:45 PM 46 114 0 0 82 98 101 0 53 0 0 0 494 00000
VOLUMES 393880 0 0 585762862 0 568 0 0 04,050 00000
APPROACH % 31% 69% 0% 0% 43% 57% 60% 0% 40% 0% 0% 0%
APP/DEPART 1,273 /1,742 1,347 /1,153 1,430 /00 /1,155 0
BEGIN PEAK HR
VOLUMES 198 446 0 0 274 397 450 0 313 0 0 0 2,078
APPROACH % 31% 69% 0% 0% 41% 59% 59% 0% 41% 0% 0% 0%
PEAK HR FACTOR 0.925 0.953 0.954 0.000 0.971
APP/DEPART 644 /896 671 /587 763 /00 /595 0
Mission
NORTH SIDE
Corydon WEST SIDE EAST SIDE Corydon
SOUTH SIDE
Mission
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL
7:00 AM 00202 00101 00101
7:15 AM 00000 00000 00000
7:30 AM 00000 00000 00000
7:45 AM 00101 00101 00000
8:00 AM 00101 00000 00101
8:15 AM 00101 00000 00101
8:30 AM 00011 00000 00011
8:45 AM 00000 00000 00000
TOTAL 00516 00202 00314
AM BEGIN PEAK HR 00101
4:00 PM 00000 00000 00000
4:15 PM 00000 00000 00000
4:30 PM 00000 00000 00000
4:45 PM 01102 00000 01102
5:00 PM 00000 00000 00000
5:15 PM 00000 00000 00000
5:30 PM 00000 00000 00000
5:45 PM 00000 00000 00000
TOTAL 01102 00000 01102
00000AMPMAM7:15 AM
PM4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
PM BEGIN PEAK HR 4:30 PM
BICYCLE CROSSINGSPEDESTRIAN CROSSINGS
U-TURNS
Mission Mission Corydon Corydon
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Lake Elsinore
Mission
Corydon
Add U-Turns to Left Turns
2,357 1,278 1,079 0 TOTAL 2,768
1,347 762 585 0 PM 1,742
1,010 516 494 0 AM 1,026
0 0 0 2,004 1,155 849 0 0 0 0 0 0 TOTALPMAM0 0 0 1,422 862 560 AMPMTOTAL0 0 0 862 568 294 0 0 0 2,284 1,430 854 788 AM 333 466 0 799
1,153 PM 393 880 0 1,273
1,941 TOTAL 726 1,346 0 2,072
1,210 670 540 0 TOTAL 1,461
671 397 274 0 PM 896
539 273 266 0 AM 565
0 0 0 1,032 595 437 0 0 0 0 0 0 TOTALPMAMAM 7:15 AM
8:45 AM 0 0 0 757 450 307 #N/A AMPMTOTAL0 0 0 PM 4:30 PM
5:45 PM
488 313 175 0 0 0 1,245 763 482 441 AM 164 258 0 422
587 PM 198 446 0 644
1,028 Total 362 704 0 1,066
Mission
Mission
Mission
CorydonCorydonPEAK HOUR
AimTD LLC
TURNING MOVEMENT COUNTS
Mission
CorydonCorydonLake Elsinore
SC3501
ALL HOURS
T218
DATE:LOCATION:PROJECT #:SC3501
Tue, Jun 21, 22 NORTH & SOUTH: LOCATION #:8
EAST & WEST: CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL
LANES:120220010101 0000
7:00 AM 03910422700009053180 00000
7:15 AM 0457425100009047201 00000
7:30 AM 065135541000010265251 00000
7:45 AM 059126237001011157240 00000
8:00 AM 035135032000014042186 00000
8:15 AM 02311523200007050175 00000
8:30 AM 030144741000016139188 00000
8:45 AM 045164226000015069213 00000
VOLUMES 03419639228700109144221,63400000
APPROACH % 0% 78% 22% 58% 42% 0% 0% 100% 0% 18% 1% 82%
APP/DEPART 437 /763 679 /378 1 /489 517 /40
BEGIN PEAK HR
VOLUMES 0204452091610010443211878
APPROACH % 0% 82% 18% 56% 44% 0% 0% 100% 0% 17% 1% 82%
PEAK HR FACTOR 0.798 0.934 0.250 0.838 0.875
APP/DEPART 249 /415 370 /205 1 /255 258 /30
4:00 PM 054177255010017075291 00000
4:15 PM 052127948011023288306 00000
4:30 PM 068108344011028079314 00000
4:45 PM 063167949002119289320 00000
5:00 PM 0621610741000024077327 00000
5:15 PM 056109051000028095330 00000
5:30 PM 048218244010023082301 00000
5:45 PM 044187739000023097298 00000
VOLUMES 0447120669371044118546822,48700000
APPROACH % 0% 79% 21% 64% 36% 0% 44% 44% 11% 21% 0% 78%
APP/DEPART 567 /1,133 1,040 /557 9 /793 871 /40
BEGIN PEAK HR
VOLUMES 02495235918501319923401,291
APPROACH % 0% 83% 17% 66% 34% 0% 20% 60% 20% 22% 0% 77%
PEAK HR FACTOR 0.953 0.919 0.417 0.896 0.978
APP/DEPART 301 /590 544 /285 5 /414 441 /20
Mission
NORTH SIDE
Bundy Canyon WEST SIDE EAST SIDE Bundy Canyon
SOUTH SIDE
Mission
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL
7:00 AM 00000 00000 00000
7:15 AM 00000 00000 00000
7:30 AM 00000 00000 00000
7:45 AM 00011 00011 00000
8:00 AM 00011 00011 00000
8:15 AM 00202 00101 00101
8:30 AM 00011 00000 00011
8:45 AM 00000 00000 00000
TOTAL 00235 00123 00112
AM BEGIN PEAK HR 00022
4:00 PM 02024 02024 00000
4:15 PM 00000 00000 00000
4:30 PM 00000 00000 00000
4:45 PM 00000 00000 00000
5:00 PM 00000 00000 00000
5:15 PM 00000 00000 00000
5:30 PM 00000 00000 00000
5:45 PM 00000 00000 00000
TOTAL 02024 02024 00000
00000
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Lake Elsinore
Mission
Bundy Canyon
PM BEGIN PEAK HR 4:30 PM
BICYCLE CROSSINGSPEDESTRIAN CROSSINGS
U-TURNS
Mission Mission Bundy Canyon Bundy Canyon
AMPMAM7:15 AM
PM4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
1,719 0 658 1,061 TOTAL 1,896
1,040 0 371 669 PM 1,133
679 0 287 392 AM 763
517 871 1,388 8 4 4 422 682 1,104 4 4 8 TOTALPMAM91 185 276 4 4 0 AMPMTOTAL5 4 1 1 1 0 489 793 1,282 10 9 1 378 AM 0 341 96 437
557 PM 0 447 120 567
935 TOTAL 0 788 216 1,004
914 0 346 568 TOTAL 1,005
544 0 185 359 PM 590
370 0 161 209 AM 415
258 441 699 5 2 3 211 340 551 3 2 5 TOTALPMAMAM 7:15 AM
8:45 AM 44 99 143 1 1 0 #N/A AMPMTOTAL4 3 1 PM 4:30 PM
5:45 PM
1 1 0 255 414 669 6 5 1 205 AM 0 204 45 249
285 PM 0 249 52 301
490 Total 0 453 97 550
AimTD LLC
TURNING MOVEMENT COUNTS
Mission
Bundy CanyonBundy CanyonLake Elsinore
SC3501
ALL HOURS
Mission
Mission
Mission
Bundy CanyonBundy CanyonPEAK HOUR
T218
DATE:LOCATION:PROJECT #:SC3501
Tue, Jun 21, 22 NORTH & SOUTH: LOCATION #:9
EAST & WEST: CONTROL:STOP ALL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL
LANES:010010020020 0000
7:00 AM 1 0 0 14 0 0 0 63 0 1 67 2 148 00000
7:15 AM 106104846213665170 00011
7:30 AM 000210127810674174 00000
7:45 AM 101180308611674182 00000
8:00 AM 001121116793545154 00011
8:15 AM 20250027312545146 00000
8:30 AM 203120406031602147 00000
8:45 AM 102140316131778171 00000
VOLUMES 8 0 15 106 5 20 10 550 19 12 512 351,292 00022
APPROACH % 35% 0% 65% 81% 4% 15% 2% 95% 3% 2% 92% 6%
APP/DEPART 23 /45 131 /34 579 /673 559 /540 0
BEGIN PEAK HR
VOLUMES 2 0 8 61 5 13 7 293 12 7 254 18 680
APPROACH % 20% 0% 80% 77% 6% 16% 2% 94% 4% 3% 91% 6%
PEAK HR FACTOR 0.357 0.898 0.897 0.943 0.934
APP/DEPART 10 /25 79 /22 312 /364 279 /269 0
4:00 PM 0 0 4 17 0 0 0 101 0 0 109 6 237 00000
4:15 PM 0006053108001125239 00000
4:30 PM 001806193101257242 00000
4:45 PM 1 1 2 13 0 3 0 113 0 0 109 10 252 00000
5:00 PM 00116032121001206269 00000
5:15 PM 00080001080013411261 00000
5:30 PM 01080421070011512249 00000
5:45 PM 0001205393001207240 01001
VOLUMES 1 2 8 88 0 26 11 844 1 0 944 641,989 01001
APPROACH % 9% 18% 73% 77% 0% 23% 1% 99% 0% 0% 94% 6%
APP/DEPART 11 /78 114 /1 856 /939 1,008 /971 0
BEGIN PEAK HR
VOLUMES 1 2 3 45 0 10 4 449 0 0 478 39 1,031
APPROACH % 17% 33% 50% 82% 0% 18% 1% 99% 0% 0% 92% 8%
PEAK HR FACTOR 0.375 0.724 0.921 0.891 0.958
APP/DEPART 6 /45 55 /0 453 /497 517 /489 0
Almond
NORTH SIDE
Bundy Canyon WEST SIDE EAST SIDE Bundy Canyon
SOUTH SIDE
Almond
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL
7:00 AM 16209 05106 11103
7:15 AM 00000 00000 00000
7:30 AM 00000 00000 00000
7:45 AM 00000 00000 00000
8:00 AM 00000 00000 00000
8:15 AM 00000 00000 00000
8:30 AM 01102 01102 00000
8:45 AM 00000 00000 00000
TOTAL 173011 06208 11103
AM BEGIN PEAK HR 00000
4:00 PM 00000 00000 00000
4:15 PM 00000 00000 00000
4:30 PM 00000 00000 00000
4:45 PM 00000 00000 00000
5:00 PM 00000 00000 00000
5:15 PM 00000 00000 00000
5:30 PM 00000 00000 00000
5:45 PM 00000 00000 00000
TOTAL 00000 00000 00000
00000
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Lake Elsinore
Almond
Bundy Canyon
PM BEGIN PEAK HR 4:45 PM
BICYCLE CROSSINGSPEDESTRIAN CROSSINGS
U-TURNS
Almond Almond Bundy Canyon Bundy Canyon
AMPMAM7:15 AM
PM4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
245 46 5 194 TOTAL 123
114 26 0 88 PM 78
131 20 5 106 AM 45
559 1,008 1,567 1,511 971 540 35 64 99 512 944 1,456 TOTALPMAM12 0 12 21 11 10 AMPMTOTAL1,394 844 550 20 1 19 673 939 1,612 1,435 856 579 34 AM 801523
1 PM 12811
35 TOTAL 9 2 23 34
134 23 5 106 TOTAL 70
55 10 0 45 PM 45
79 13 5 61 AM 25
279 517 796 758 489 269 18 39 57 254 478 732 TOTALPMAMAM 7:15 AM
8:45 AM 7 0 7 11 4 7 #N/A AMPMTOTAL742 449 293 PM 4:45 PM
5:45 PM
12 0 12 364 497 861 765 453 312 22 AM 20810
0 PM 1236
22 Total 3 2 11 16
AimTD LLC
TURNING MOVEMENT COUNTS
Almond
Bundy CanyonBundy CanyonLake Elsinore
SC3501
ALL HOURS
Almond
Almond
Almond
Bundy CanyonBundy CanyonPEAK HOUR
T218
DATE:LOCATION:PROJECT #:SC3501
Tue, Jun 21, 22 NORTH & SOUTH: LOCATION #:10
EAST & WEST: CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL
LANES:011011120120 0000
7:00 AM 0 4 49 32 3 3 7 73 2 26 69 7 275 00000
7:15 AM 0 145841 6 2 0 66 7 527014330 00000
7:30 AM 194845421892257720323 00000
7:45 AM 0 8 33 34 4 0 5 109 2 20 79 16 310 00000
8:00 AM 433321632751146015237 00011
8:15 AM 34332372185418605245 00000
8:30 AM 0 4 25 30 6 2 10 57 1 16 58 12 221 00101
8:45 AM 373438227700178510275 00011
VOLUMES 11 53 313264 38 16 33 624 19 188558 992,216 00123
APPROACH % 3% 14% 83% 83% 12% 5% 5% 92% 3% 22% 66% 12%
APP/DEPART 377 /184 318 /243 676 /1,203 845 /586 0
BEGIN PEAK HR
VOLUMES 1 35 188 152 17 7 13 337 13 123 295 57 1,238
APPROACH % 0% 16% 84% 86% 10% 4% 4% 93% 4% 26% 62% 12%
PEAK HR FACTOR 0.778 0.863 0.782 0.873 0.938
APP/DEPART 224 /105 176 /153 363 /677 475 /303 0
4:00 PM 6 8 28 24 4 1 6 112 7 30 104 25 355 00101
4:15 PM 71245337 2 89863311925395 00011
4:30 PM 1 7 20 28 5 3 2 100 6 40 121 25 358 00022
4:45 PM 1 6 28 38 8 5 4 118 1 42 123 22 396 00022
5:00 PM 4 5 46 32 0 0 2 133 5 44 122 28 421 00011
5:15 PM 3 1 31 30 4 0 7 100 7 37 146 32 398 00000
5:30 PM 2 7 33 36 4 2 7 112 4 27 123 24 381 00000
5:45 PM 5 8 24 23 7 5 5 109 2 27 123 37 375 00101
VOLUMES 29 54 255244 39 18 41 882 38 2809812183,079 00268
APPROACH % 9% 16% 75% 81% 13% 6% 4% 92% 4% 19% 66% 15%
APP/DEPART 338 /311 301 /351 961 /1,387 1,479 /1,030 0
BEGIN PEAK HR
VOLUMES 10 19 138 136 16 7 20 463 17 150 514 106 1,596
APPROACH % 6% 11% 83% 86% 10% 4% 4% 93% 3% 19% 67% 14%
PEAK HR FACTOR 0.759 0.779 0.893 0.895 0.948
APP/DEPART 167 /145 159 /180 500 /740 770 /531 0
Orange
NORTH SIDE
Bundy Canyon WEST SIDE EAST SIDE Bundy Canyon
SOUTH SIDE
Orange
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL
7:00 AM 00000 00000 00000
7:15 AM 00000 00000 00000
7:30 AM 00000 00000 00000
7:45 AM 00101 00101 00000
8:00 AM 00000 00000 00000
8:15 AM 00000 00000 00000
8:30 AM 00101 00101 00000
8:45 AM 10001 10001 00000
TOTAL 10203 10203 00000
AM BEGIN PEAK HR 00101
4:00 PM 00202 00101 00101
4:15 PM 00000 00000 00000
4:30 PM 20013 20002 00011
4:45 PM 00011 00000 00011
5:00 PM 00000 00000 00000
5:15 PM 00000 00000 00000
5:30 PM 00000 00000 00000
5:45 PM 00000 00000 00000
TOTAL 20226 20103 00123
00000AMPMAM7:00 AM
PM4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:00 AM
PM BEGIN PEAK HR 4:45 PM
BICYCLE CROSSINGSPEDESTRIAN CROSSINGS
U-TURNS
Orange Orange Bundy Canyon Bundy Canyon
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Lake Elsinore
Orange
Bundy Canyon
Add U-Turns to Left Turns
619 34 77 508 TOTAL 495
301 18 39 244 PM 311
318 16 38 264 AM 184
845 1,479 2,324 1,616 1,030 586 99 218 317 558 981 1,539 TOTALPMAM188 280 468 74 41 33 AMPMTOTAL1,506 882 624 57 38 19 1,203 1,387 2,590 1,637 961 676 243 AM 11 53 313 377
351 PM 29 54 255 338
594 TOTAL 40 107 568 715
335 14 33 288 TOTAL 250
159 7 16 136 PM 145
176 7 17 152 AM 105
475 770 1,245 834 531 303 57 106 163 295 514 809 TOTALPMAMAM 7:00 AM
8:45 AM 123 150 273 33 20 13 #N/A AMPMTOTAL800 463 337 PM 4:45 PM
5:45 PM
30 17 13 677 740 1,417 863 500 363 153 AM 1 35 188 224
180 PM 10 19 138 167
333 Total 11 54 326 391
Orange
Orange
Orange
Bundy CanyonBundy CanyonPEAK HOUR
AimTD LLC
TURNING MOVEMENT COUNTS
Orange
Bundy CanyonBundy CanyonLake Elsinore
SC3501
ALL HOURS
T218
DATE:LOCATION:PROJECT #:SC3501
Tue, Jun 21, 22 NORTH & SOUTH: LOCATION #:11
EAST & WEST: CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL
LANES:XXX§0.50.5X20120 0000
7:00 AM 0 0 0440270698551890365 00011
7:15 AM 0 0 03614308081581060405 00000
7:30 AM 0 0 0 50 0 28 0 79 110 78 96 0 441 00000
7:45 AM 0 0 0400240809363950395 00000
8:00 AM 0 0 0441250636662730334 00000
8:15 AM 0 0 0410200786368730343 00000
8:30 AM 0 0 0330210506574710314 00000
8:45 AM 0 0 04502107070671000373 00000
VOLUMES 0 0 0 333 2 209 0 569633521703 02,970 00011
APPROACH % 0% 0% 0% 61% 0% 38% 0% 47% 53% 43% 57% 0%
APP/DEPART 0 /0 544 /1,155 1,202 /903 1,224 /912 0
BEGIN PEAK HR
VOLUMES 0 0 0 170 1 122 0 308 369 250 386 0 1,606
APPROACH % 0% 0% 0% 58% 0% 42% 0% 45% 55% 39% 61% 0%
PEAK HR FACTOR 0.000 0.916 0.896 0.914 0.910
APP/DEPART 0 /0 293 /619 677 /479 636 /508 0
4:00 PM 0 0 0 98 1 35 0 97 68 44 130 0 473 00000
4:15 PM 0 0 08802909267321540462 00011
4:30 PM 0 0 0 100 0 30 0 114 65 29 175 0 513 00000
4:45 PM 0 0 0 95 0 46 0 104 66 41 159 0 511 00000
5:00 PM 0 0 0 100 1 40 0 140 81 35 149 0 546 00000
5:15 PM 0 0 0 115 0 56 0 106 46 44 182 0 549 00000
5:30 PM 0 0 0 91 1 35 0 130 56 32 144 0 489 00000
5:45 PM 0 0 09204809465411450485 00000
VOLUMES 0 0 0 779 3 319 0 8775142981,23804,028 00011
APPROACH % 0% 0% 0% 71% 0% 29% 0% 63% 37% 19% 81% 0%
APP/DEPART 0 /0 1,101 /814 1,391 /1,657 1,536 /1,557 0
BEGIN PEAK HR
VOLUMES 0 0 0 410 1 172 0 464 258 149 665 0 2,119
APPROACH % 0% 0% 0% 70% 0% 30% 0% 64% 36% 18% 82% 0%
PEAK HR FACTOR 0.000 0.852 0.817 0.900 0.965
APP/DEPART 0 /0 583 /408 722 /874 814 /837 0
I-15 SB Ramps
NORTH SIDE
Bundy Canyon WEST SIDE EAST SIDE Bundy Canyon
SOUTH SIDE
I-15 SB Ramps
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL
7:00 AM 10001 00000 10001
7:15 AM 01001 01001 00000
7:30 AM 01001 01001 00000
7:45 AM 10001 10001 00000
8:00 AM 00000 00000 00000
8:15 AM 10001 10001 00000
8:30 AM 01001 01001 00000
8:45 AM 00000 00000 00000
TOTAL 33006 23005 10001
AM BEGIN PEAK HR 12003
4:00 PM 00000 00000 00000
4:15 PM 00000 00000 00000
4:30 PM 00000 00000 00000
4:45 PM 00000 00000 00000
5:00 PM 00000 00000 00000
5:15 PM 00000 00000 00000
5:30 PM 00000 00000 00000
5:45 PM 00000 00000 00000
TOTAL 00000 00000 00000
00000AMPMAM7:00 AM
PM4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:00 AM
PM BEGIN PEAK HR 4:30 PM
BICYCLE CROSSINGSPEDESTRIAN CROSSINGS
U-TURNS
I-15 SB Ramps I-15 SB Ramps Bundy Canyon Bundy Canyon
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Lake Elsinore
I-15 SB Ramps
Bundy Canyon
Add U-Turns to Left Turns
1,645 528 5 1,112 TOTAL 0
1,101 319 3 779 PM 0
544 209 2 333 AM 0
1,224 1,536 2,760 2,469 1,557 912 0 0 0 703 1,238 1,941 TOTALPMAM521 298 819 0 0 0 AMPMTOTAL1,446 877 569 1,147 514 633 903 1,657 2,560 2,593 1,391 1,202 1,155 AM 0000
814 PM 0000
1,969 TOTAL0000
876 294 2 580 TOTAL 0
583 172 1 410 PM 0
293 122 1 170 AM 0
636 814 1,450 1,345 837 508 0 0 0 386 665 1,051 TOTALPMAMAM 7:00 AM
8:45 AM 250 149 399 0 0 0 #N/A AMPMTOTAL772 464 308 PM 4:30 PM
5:45 PM
627 258 369 479 874 1,353 1,399 722 677 619 AM 0000
408 PM 0000
1,027 Total0000
I-15 SB Ramps
I-15 SB Ramps
I-15 SB Ramps
Bundy CanyonBundy CanyonPEAK HOUR
AimTD LLC
TURNING MOVEMENT COUNTS
I-15 SB Ramps
Bundy CanyonBundy CanyonLake Elsinore
SC3501
ALL HOURS
T218
DATE:LOCATION:PROJECT #:SC3501
Tue, Jun 21, 22 NORTH & SOUTH: LOCATION #:12
EAST & WEST: CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL
LANES:1 0.5 0.5 X X X 1 1 0 X 2 0 0000
7:00 AM 28 0 14 0 0 0 28 86 0 0 112 75 343 00000
7:15 AM 45 3 14 0 0 0 39 77 0 0 119 94 391 00000
7:30 AM 44 0 27 0 0 0 31 98 0 0 130 80 410 00000
7:45 AM 42 0 32 0 0 0 34 85 0 0 117 92 402 00000
8:00 AM 31 0 36 0 0 0 25 82 0 0 104 83 361 00000
8:15 AM 38 0 26 0 0 0 44 75 0 0 103 75 361 00000
8:30 AM 26 1 25 0 0 0 24 59 0 0 119 77 331 00000
8:45 AM 42 0 41 0 0 0 21 92 0 0 126 70 392 00000
VOLUMES 296 4 215 0 0 0 246654 0 0 9306462,991 00000
APPROACH % 57% 1% 42% 0% 0% 0% 27% 73% 0% 0% 59% 41%
APP/DEPART 515 /896 0 /0 900 /869 1,576 /1,226 0
BEGIN PEAK HR
VOLUMES 162 3 109 0 0 0 129 342 0 0 470 349 1,564
APPROACH % 59% 1% 40% 0% 0% 0% 27% 73% 0% 0% 57% 43%
PEAK HR FACTOR 0.926 0.000 0.913 0.961 0.954
APP/DEPART 274 /481 0 /0 471 /451 819 /632 0
4:00 PM 87 0 105 0 0 0 28 167 0 0 89 62 538 00000
4:15 PM 96 0 78 0 0 0 31 150 0 0 90 51 496 00000
4:30 PM 109 0 100 0 0 0 24 188 0 0 95 72 588 00000
4:45 PM 102 0 107 0 0 0 31 168 0 0 98 66 572 00000
5:00 PM 101 0 78 0 0 0 38 202 0 0 85 54 558 00000
5:15 PM 111 0 108 0 0 0 23 198 0 0 115 56 611 00000
5:30 PM 90 0 104 0 0 0 44 175 0 0 86 47 546 00101
5:45 PM 98 0 92 0 0 0 18 168 0 0 88 48 512 00000
VOLUMES 794 0 772 0 0 0 2371,4160 0 7464564,421 00101
APPROACH % 51% 0% 49% 0% 0% 0% 14% 86% 0% 0% 62% 38%
APP/DEPART 1,566 /692 0 /0 1,653 /2,188 1,202 /1,541 0
BEGIN PEAK HR
VOLUMES 423 0 393 0 0 0 116 756 0 0 393 248 2,329
APPROACH % 52% 0% 48% 0% 0% 0% 13% 87% 0% 0% 61% 39%
PEAK HR FACTOR 0.932 0.000 0.908 0.937 0.953
APP/DEPART 816 /364 0 /0 872 /1,149 641 /816 0
I-15 NB Ramps
NORTH SIDE
Bundy Canyon WEST SIDE EAST SIDE Bundy Canyon
SOUTH SIDE
I-15 NB Ramps
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL
7:00 AM 10001 00000 10001
7:15 AM 01001 01001 00000
7:30 AM 01001 01001 00000
7:45 AM 10001 10001 00000
8:00 AM 10001 10001 00000
8:15 AM 00000 00000 00000
8:30 AM 01001 01001 00000
8:45 AM 00000 00000 00000
TOTAL 33006 23005 10001
AM BEGIN PEAK HR 22004
4:00 PM 10001 10001 00000
4:15 PM 00000 00000 00000
4:30 PM 00000 00000 00000
4:45 PM 00000 00000 00000
5:00 PM 00000 00000 00000
5:15 PM 00000 00000 00000
5:30 PM 00000 00000 00000
5:45 PM 00000 00000 00000
TOTAL 10001 10001 00000
00000
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Lake Elsinore
I-15 NB Ramps
Bundy Canyon
PM BEGIN PEAK HR 4:30 PM
BICYCLE CROSSINGSPEDESTRIAN CROSSINGS
U-TURNS
I-15 NB Ramps I-15 NB Ramps Bundy Canyon Bundy Canyon
AMPMAM7:15 AM
PM4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
0000TOTAL 1,588
0 000PM 692
0 000AM 896
1,576 1,202 2,778 2,767 1,541 1,226 646 456 1,102 930 746 1,676 TOTALPMAM0 0 0 483 237 246 AMPMTOTAL2,070 1,416 654 0 0 0 869 2,188 3,057 2,553 1,653 900 0 AM 296 4 215 515
0 PM 794 0 772 1,566
0 TOTAL 1,090 4 987 2,081
0000TOTAL 845
0 000PM 364
0 000AM 481
819 641 1,460 1,448 816 632 349 248 597 470 393 863 TOTALPMAMAM 7:15 AM
8:45 AM 0 0 0 245 116 129 #N/A AMPMTOTAL1,098 756 342 PM 4:30 PM
5:45 PM
0 0 0 451 1,149 1,600 1,343 872 471 0 AM 162 3 109 274
0 PM 423 0 393 816
0 Total 585 3 502 1,090
AimTD LLC
TURNING MOVEMENT COUNTS
I-15 NB Ramps
Bundy CanyonBundy CanyonLake Elsinore
SC3501
ALL HOURS
I-15 NB Ramps
I-15 NB Ramps
I-15 NB Ramps
Bundy CanyonBundy CanyonPEAK HOUR
LOCATION:
NORTH & SOUTH:
EAST & WEST:
2019 Counts AM1
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
781 94 35 748 67 45
2019 + Ambient Growth Rate to 2022 Counts AM
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
0 828 100 38 793 0 0 0 0 72 0 48
2022 June Counts AM2
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
0 508 68 37 496 0 0 0 0 45 0 26
Percentage Decrease
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
39% 32% 3% 37% 38% 46%
2019 Counts PM1
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
825 142 40 641 61 51
2019 + Ambient Growth Rate to 2022 Counts PM
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
0 875 151 43 680 0 0 0 0 65 0 55
2022 June Counts PM2
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
0 807 87 48 631 0 0 0 0 46 0 42
Percentage Decrease
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
8% 42% -12% 7% 29% 24%
Lake Elsinore
Mission
Lemon
1Traffic counts from Lake Elsinore Mission Trails/Corydon C-Store Traffic Impact Analysis (Red Corydon, LLC, January 20, 2020)
2Traffic counts were taken on June 21, 2022
LOCATION:
NORTH & SOUTH:
EAST & WEST:
2019 Counts AM1
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
188 404 444 371 454 250
2019 + Ambient Growth Rate to 2022 Counts AM
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
200 429 0 0 471 394 482 0 265 0 0 0
2022 June Counts AM2
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
164 258 0 0 266 273 307 0 175 0 0 0
Percentage Decrease
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
18% 40% 44% 31% 36% 34%
2019 Counts PM1
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
255 463 331 380 520 243
2019 + Ambient Growth Rate to 2022 Counts PM
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
271 491 0 0 351 403 552 0 258 0 0 0
2022 June Counts PM2
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
198 446 0 0 274 397 450 0 313 0 0 0
Percentage Decrease
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
27% 9% 22% 1% 18% -21%
Lake Elsinore
Mission
Corydon
1Traffic counts from Lake Elsinore Mission Trails/Corydon C-Store Traffic Impact Analysis (Red Corydon, LLC, January 20, 2020)
2Traffic counts were taken on June 21, 2022
LOCATION:
NORTH & SOUTH:
EAST & WEST:
2019 Counts AM1
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
0 310 65 285 349 0 0 0 0 53 3 259
2019 + Ambient Growth Rate to 2022 Counts AM
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
0 329 69 303 370 0 0 0 0 57 4 275
2022 June Counts AM2
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
0 204 45 209 161 0 0 1 0 44 3 211
Percentage Decrease
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
38% 35% 31% 56% 23% 25% 23%
2019 Counts PM1
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
2 299 54 271 253 0 0 1 0 142 0 378
2019 + Ambient Growth Rate to 2022 Counts PM
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
3 317 58 288 269 0 0 2 0 151 0 401
2022 June Counts PM2
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
0 249 52 359 185 0 1 3 1 99 2 340
Percentage Decrease
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
100% 21% 10% -25% 31% -50% 34% 15%
1Traffic counts from Lake Elsinore Mission Trails/Corydon C-Store Traffic Impact Analysis (Red Corydon, LLC, January 20, 2020)
2Traffic counts were taken on June 21, 2022
Lake Elsinore
Mission
Bundy Canyon
Mission Trail Residential Development
Traffic Impact Analysis
APPENDIX C – ROUTE 8 LAKE ELSINORE – WILDOMAR LOOP
42 | RTA RIDE GUIDE - May 8, 2022 | RIVERSIDETRANSIT.COM | RTABUS.COM
74
ORTEGA
HWY
LAKE ELSINORE - WILDOMAR LOOP8
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WILDOMAR TRL »CORYDON RDL
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LAKE
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CHANEY
SPRING »MAIN »« KELLOGG ST« LINDSAYPO
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SUMMERHILL DRMISSION TRMACHADO STRIVERSIDE DR«ViscayaG
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MALAGA
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BALDWIN BLVD
LAKE
ELSINORE RAILROAD CANYON RD
Routing and timetables
subject to change.
Rutas designadas y horarios
son sujetos a cambios.
Lakeside
Library
David A
Brown M.S.
Lakeland Village M.S.
Mission
Trail Library
Post
Oce
Lakeside
H.S.
LAKE
ELSINORE
WILDOMAR
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»« Clockwise | Counter-clockwise »15
15
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10
2 74
PALOMAR
& WILDOMAR
8•23
LAKE ELSINORE
OUTLET CENTER
8•9 WALMART AT
CENTRAL & CAMBERN
8•9
CENTRAL AVE3RD STC
AM
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Walmart
Senior
Center
1 Time and/or Transfer Point
Alternate Routing
Legend | Map not to scale
RTA CUSTOMER INFORMATION CENTER (951) 565-5002 | 43
8 COUNTERCLOCKWISE LOOP VIA GRAND AVE | WEEKDAYS
A.M. times are in PLAIN, P.M. times are in BOLD | Times are approximate
* Inside Senior Center ** At Central and Cambern
LAKE ELSINORE OUTLET CENTERLAKESHORE & VISCAYALAKESIDE HIGH SCHOOLGRAND & BALDWINPALOMAR & WILDOMARMISSION TRAIL & MALAGACANYON ESTATE & SADDLE RIDGE*LAKEPOINT PARKGRAHAM & LANGSTAFF**WALMARTLAKE ELSINORE OUTLET CENTER1 2 3 4 5 6 7 8 9 10 1
6:25 6:33 6:41 6:49 7:06 7:16 7:24 7:29 7:36 7:49 7:59
7:30 7:38 7:46 7:54 8:11 8:21 —8:27 8:34 8:47 8:57
8:42 8:50 8:58 9:06 9:23 9:33 —9:39 9:46 9:59 10:09
9:52 10:00 10:10 10:19 10:36 10:46 —10:53 11:00 11:15 11:25
11:02 11:11 11:21 11:30 11:47 11:57 —12:04 12:11 12:26 12:36
12:12 12:21 12:31 12:40 12:57 1:07 —1:14 1:21 1:36 1:46
1:22 1:31 1:41 1:50 2:07 2:17 —2:24 2:31 2:46 2:59
2:32 2:41 2:52 3:01 3:18 3:28 —3:35 3:42 3:57 4:10
3:46 3:55 4:04 4:13 4:30 4:40 —4:47 4:54 5:09 5:22
5:00 5:09 5:18 5:27 5:45 5:55 6:05 6:12 6:19 6:34 6:44
6:10 6:19 6:28 6:37 6:55 ——————
7:31 7:40 7:49 7:58 8:16 ——————
8 CLOCKWISE LOOP VIA MISSION TRAIL | WEEKDAYS
A.M. times are in PLAIN, P.M. times are in BOLD | Times are approximate
** At Central and Cambern
LAKE ELSINORE OUTLET CENTER**WALMARTGRAHAM & LANGSTAFFCANYON ESTATE & SADDLE RIDGEMISSION TRAIL & MALAGAPALOMAR & WILDOMARGRAND & BALDWINLAKESIDE HIGH SCHOOLLAKESHORE & VISCAYALAKE ELSINORE OUTLET CENTER1 10 9 7 6 5 4 3 2 1
5:55 6:08 6:17 —6:23 6:40 6:52 6:59 7:10 7:17
6:53 7:06 7:15 7:27 7:33 7:50 8:02 8:09 8:20 8:27
8:05 8:18 8:29 —8:37 8:53 9:05 9:12 9:23 9:31
9:15 9:28 9:39 —9:47 10:03 10:15 10:22 10:33 10:41
10:25 10:40 10:52 —11:00 11:16 11:28 11:35 11:46 11:54
11:35 11:51 12:04 —12:12 12:28 12:40 12:48 12:59 1:07
12:45 1:01 1:14 —1:22 1:38 1:50 1:58 2:09 2:17
1:55 2:11 2:24 —2:32 2:48 3:00 3:08 3:19 3:27
3:05 3:21 3:34 —3:42 3:58 4:10 4:18 4:29 4:37
4:15 4:31 4:44 —4:52 5:08 5:20 5:28 5:39 5:47
5:36 5:52 6:05 6:19 6:27 6:43 6:55 7:03 7:14 7:22
6:50 7:06 7:19 —7:27 7:43 7:55 8:03 8:14 8:22
44 | RTA RIDE GUIDE - May 8, 2022 | RIVERSIDETRANSIT.COM | RTABUS.COM
8 COUNTERCLOCKWISE LOOP VIA GRAND AVE | WEEKENDS
A.M. times are in PLAIN, P.M. times are in BOLD | Times are approximate
** At Central and Cambern
LAKE ELSINORE OUTLET CENTERLAKESHORE & VISCAYALAKESIDE HIGH SCHOOLGRAND & BALDWINPALOMAR & WILDOMARMISSION TRAIL & MALAGAGRAHAM & LANGSTAFF**WALMARTLAKE ELSINORE OUTLET CENTER1 2 3 4 5 6 9 10 1
6:30 6:38 6:45 6:52 7:08 7:18 7:25 7:37 7:47
7:57 8:05 8:13 8:20 8:36 8:46 8:54 9:06 9:17
9:00 9:08 9:16 9:23 9:39 9:49 9:57 10:10 10:21
10:03 10:11 10:21 10:29 10:45 10:55 11:03 11:18 11:31
11:06 11:15 11:25 11:33 11:49 11:59 12:07 12:22 12:36
12:20 12:29 12:38 12:46 1:02 1:12 1:20 1:35 1:49
1:31 1:40 1:49 1:57 2:14 2:24 2:32 2:47 3:01
2:46 2:55 3:04 3:12 3:29 3:39 3:47 4:02 4:15
4:01 4:10 4:18 4:26 4:43 4:53 5:01 5:16 5:29
5:03 5:12 5:20 5:28 5:45 5:55 6:03 6:18 6:29
6:18 6:27 6:35 6:43 7:00 ————
8 CLOCKWISE LOOP VIA MISSION TRAIL | WEEKENDS
A.M. times are in PLAIN, P.M. times are in BOLD | Times are approximate
** At Central and Cambern
LAKE ELSINORE OUTLET CENTER**WALMARTGRAHAM & LANGSTAFFMISSION TRAIL & MALAGAPALOMAR & WILDOMARGRAND & BALDWINLAKESIDE HIGH SCHOOLLAKESHORE & VISCAYALAKE ELSINORE OUTLET CENTER1 10 9 6 5 4 3 2 1
6:20 6:32 6:40 6:46 7:03 7:14 7:21 7:31 7:41
7:18 7:30 7:40 7:46 8:03 8:14 8:21 8:31 8:43
8:23 8:35 8:45 8:53 9:10 9:21 9:28 9:38 9:53
9:27 9:39 9:49 9:57 10:13 10:24 10:31 10:41 10:56
10:37 10:51 11:02 11:10 11:26 11:37 11:45 11:56 12:10
11:48 12:03 12:15 12:23 12:39 12:50 12:58 1:09 1:21
1:03 1:18 1:30 1:38 1:54 2:05 2:13 2:24 2:36
2:18 2:33 2:45 2:53 3:09 3:20 3:28 3:39 3:51
3:21 3:36 3:48 3:56 4:12 4:23 4:31 4:41 4:53
4:37 4:52 5:04 5:12 5:28 5:39 5:47 5:57 6:08
5:37 5:52 6:04 6:12 6:28 6:39 6:47 6:57 7:07
Mission Trail Residential Development
Traffic Impact Analysis
APPENDIX D – LEVEL OF SERVICE CALCULATIONS
Table of Contents
Intersection Analysis Summary ...........................................................................................................................................................2
Intersection Level Of Service Report .................................................................................................................................................3
Intersection 1: Mission Trail/Project Dwy ...................................................................................................................3
Intersection 2: Mission Trail/Lemon St ........................................................................................................................5
Intersection 3: Mission Trail/Corydon Rd ................................................................................................................10
Intersection 4: Mission Trail/Bundy Canyon Rd ....................................................................................................15
Intersection 5: Almond St/Bundy Canyon Rd ........................................................................................................20
Intersection 6: Orange St/Bundy Canyon rd ...........................................................................................................22
Intersection 7: I-15 SB Ramps/Bundy Canyon Rd ................................................................................................27
Intersection 8: I-15 NB Ramps/Bundy Canyon Rd ...............................................................................................32
Turning Movement Volume: Summary .........................................................................................................................................37
3/30/20231EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Intersection Analysis Summary
3/30/2023Report File: C:\...\Existing AM.pdf
Scenario 1 Existing AMVistro File: C:\...\Mission Trails - Copy.vistro
Mission Trail Residential
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B15.30.557EB LeftHCM 7th
EditionSignalizedI-15 NB Ramps/Bundy
Canyon Rd8
B18.90.632WB LeftHCM 7th
EditionSignalizedI-15 SB Ramps/Bundy
Canyon Rd7
F94.17.883SB LeftHCM 7th
EditionSignalizedOrange St/Bundy Canyon rd6
B10.80.354EB LeftHCM 7th
EditionAll-way stopAlmond St/Bundy Canyon Rd5
C20.20.385EB ThruHCM 7th
EditionSignalizedMission Trail/Bundy Canyon
Rd4
B18.70.499NB LeftHCM 7th
EditionSignalizedMission Trail/Corydon Rd3
A6.90.356WB LeftHCM 7th
EditionSignalizedMission Trail/Lemon St2
A0.00.009NB ThruHCM 7th
EditionTwo-way stopMission Trail/Project Dwy1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
3/30/20232EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.009Volume to Capacity (v/c):
ALevel Of Service:
0.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Mission Trail/Project Dwy
Intersection Level Of Service Report
NoNoCrosswalk
0.000.00Grade [%]
50.0050.00Speed [mph]
0.000.00Exit Pocket Length [ft]
00No. of Lanes in Exit Pocket
100.00100.00Entry Pocket Length [ft]
00No. of Lanes in Entry Pocket
12.0012.00Lane Width [ft]
ThruThruTurning Movement
Lane Configuration
SouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
00Pedestrian Volume [ped/h]
838935Total Analysis Volume [veh/h]
210234Total 15-Minute Volume [veh/h]
1.00001.0000Other Adjustment Factor
0.87090.7826Peak Hour Factor
730732Total Hourly Volume [veh/h]
00Other Volume [veh/h]
00Existing Site Adjustment Volume [veh/h]
00Pass-by Trips [veh/h]
00Diverted Trips [veh/h]
00Site-Generated Trips [veh/h]
00In-Process Volume [veh/h]
1.00001.0000Growth Factor
2.002.00Heavy Vehicles Percentage [%]
1.00001.0000Base Volume Adjustment Factor
730732Base Volume Input [veh/h]
Mission TrailMission TrailName
Volumes
3/30/20233EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
AIntersection LOS
0.00d_I, Intersection Delay [s/veh]
AAApproach LOS
0.000.00d_A, Approach Delay [s/veh]
0.000.0095th-Percentile Queue Length [ft/ln]
0.000.0095th-Percentile Queue Length [veh/ln]
AAMovement LOS
0.000.00d_M, Delay for Movement [s/veh]
0.010.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
00Number of Storage Spaces in Median
Two-Stage Gap Acceptance
00Storage Area [veh]
Flared Lane
FreeFreePriority Scheme
Intersection Settings
3/30/20234EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.356Volume to Capacity (v/c):
ALevel Of Service:
6.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Mission Trail/Lemon St
Intersection Level Of Service Report
YesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
40.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00140.00125.00100.00Entry Pocket Length [ft]
000110No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Lemon StMission TrailMission TrailName
Intersection Setup
3/30/20235EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
38877815989889Total Analysis Volume [veh/h]
10221951522222Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.71000.71000.87090.87090.78260.7826Peak Hour Factor
27626805170696Total Hourly Volume [veh/h]
9000230Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
36626805193696Base Volume Input [veh/h]
Lemon StMission TrailMission TrailName
Volumes
3/30/20236EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.02.00.02.0l2, Clearance Lost Time [s]
0.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
01010007Pedestrian Clearance [s]
055005Walk [s]
0.03.03.03.00.03.0Vehicle Extension [s]
0332711016Split [s]
0.01.01.01.00.01.0All red [s]
0.03.03.03.00.03.0Amber [s]
0303030030Maximum Green [s]
077707Minimum Green [s]
-Lead-Lead--Lead / Lag
Auxiliary Signal Groups
072506Signal Group
PermissivePermissivePermissiveProtectedPermissivePermissiveControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/20237EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
80.958.0735.9612.7873.8695th-Percentile Queue Length [ft/ln]
3.240.321.440.512.9595th-Percentile Queue Length [veh/ln]
44.974.4819.987.1041.0350th-Percentile Queue Length [ft/ln]
1.800.180.800.281.6450th-Percentile Queue Length [veh/ln]
YesNoYesNoYesCritical Lane Group
CACAALane Group LOS
30.592.4529.074.736.27d, Delay for Lane Group [s/veh]
0.690.290.450.090.40X, volume / capacity
Lane Group Results
1.001.001.001.001.00PF, progression factor
1.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.00d3, Initial Queue Delay [s]
4.680.272.430.180.55d2, Incremental Delay [s]
1.001.001.001.001.00I, Upstream Filtering Factor
0.110.500.110.500.50k, delay calibration
25.912.1926.644.555.73d1, Uniform Delay [s]
18127111319882213c, Capacity [veh/h]
17183560178115893560s, saturation flow rate [veh/h]
0.070.220.030.060.25(v / s)_i Volume / Saturation Flow Rate
0.100.760.070.620.62g / C, Green / Cycle
64643737g_i, Effective Green Time [s]
2.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.00L, Total Lost Time per Cycle [s]
6060606060C, Cycle Length [s]
CCLRCLane Group
Lane Group Calculations
3/30/20238EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]6.27 4.73 29.07 2.45 30.59 30.59
Movement LOS A A C A C C
d_A, Approach Delay [s/veh]6.13 4.32 30.59
Approach LOS A A C
d_I, Intersection Delay [s/veh]6.92
Intersection LOS A
Intersection V/C 0.356
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 21.68
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 1.907
Crosswalk LOS F F A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]400 767 967
d_b, Bicycle Delay [s]19.20 11.41 8.01
I_b,int, Bicycle LOS Score for Intersection 2.385 2.253 1.781
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
--------------2-Ring 1
Sequence
3/30/20239EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.499Volume to Capacity (v/c):
BLevel Of Service:
18.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Mission Trail/Corydon Rd
Intersection Level Of Service Report
YesNoYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0050.0050.00Speed [mph]
0.00350.000.000.000.000.00Exit Pocket Length [ft]
010000No. of Lanes in Exit Pocket
280.00310.00100.00100.00100.00200.00Entry Pocket Length [ft]
110001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
3/30/202310EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
220514314408428273Total Analysis Volume [veh/h]
551287810210768Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.81970.81970.89240.89240.82420.8242Peak Hour Factor
180421280364353225Total Hourly Volume [veh/h]
60094000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
240421374364353225Base Volume Input [veh/h]
Mission TrailMission TrailName
Volumes
3/30/202311EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
2.02.02.02.02.02.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
0172121100Pedestrian Clearance [s]
055550Walk [s]
3.03.03.03.03.03.0Vehicle Extension [s]
262630304919Split [s]
1.01.01.01.01.01.0All red [s]
3.03.03.03.03.03.0Amber [s]
303030303030Maximum Green [s]
777777Minimum Green [s]
-Lead---LeadLead / Lag
1,82,3Auxiliary Signal Groups
832261Signal Group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
75Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202312EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
46.68191.28141.0777.2827.20212.5795th-Percentile Queue Length [ft/ln]
1.877.655.643.091.098.5095th-Percentile Queue Length [veh/ln]
25.93106.6178.3742.9315.11122.0050th-Percentile Queue Length [ft/ln]
1.044.263.131.720.604.8850th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
BCBBADLane Group LOS
13.8731.6214.5311.983.7836.48d, Delay for Lane Group [s/veh]
0.190.800.420.240.170.86X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.082.391.680.340.156.62d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.11k, delay calibration
13.8029.2312.8511.643.6429.86d1, Uniform Delay [s]
117564175616942521319c, Capacity [veh/h]
281334591589356035601781s, saturation flow rate [veh/h]
0.080.150.200.110.120.15(v / s)_i Volume / Saturation Flow Rate
0.420.180.480.480.710.18g / C, Green / Cycle
311436365313g_i, Effective Green Time [s]
0.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
757575757575C, Cycle Length [s]
RLRCCLLane Group
Lane Group Calculations
3/30/202313EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.48 3.78 11.98 14.53 31.62 13.87
Movement LOS D A B B C B
d_A, Approach Delay [s/veh]16.52 13.09 26.30
Approach LOS B B C
d_I, Intersection Delay [s/veh]18.70
Intersection LOS B
Intersection V/C 0.499
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]29.04 0.00 29.04
I_p,int, Pedestrian LOS Score for Intersectio 2.744 0.000 2.890
Crosswalk LOS B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1200 693 587
d_b, Bicycle Delay [s]6.00 16.01 18.73
I_b,int, Bicycle LOS Score for Intersection 2.138 2.233 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
-------------321Ring 1
Sequence
3/30/202314EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.385Volume to Capacity (v/c):
CLevel Of Service:
20.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Mission Trail/Bundy Canyon Rd
Intersection Level Of Service Report
YesNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0025.0050.0050.00Speed [mph]
320.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
220.00100.00100.00100.00100.00100.00100.00100.00300.00100.00100.00145.00Entry Pocket Length [ft]
100000002001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdMission TrailMission TrailName
Intersection Setup
3/30/202315EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2590720400237306583500Total Analysis Volume [veh/h]
650180100597714870Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.83771.00000.83770.25000.25000.25000.93430.93430.93430.79810.79810.7981Peak Hour Factor
2170600100221286462790Total Hourly Volume [veh/h]
72000000001600Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2890600100221286622790Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdMission TrailMission TrailName
Volumes
3/30/202316EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
2.00.02.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
2.00.02.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0021010001000140Pedestrian Clearance [s]
005050050050Walk [s]
3.00.03.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
1903001100241202311Split [s]
1.00.01.00.01.00.00.01.01.00.01.01.0All red [s]
3.00.03.00.03.00.00.03.03.00.03.03.0Amber [s]
3003003000303003030Maximum Green [s]
707070077077Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
4,5Auxiliary Signal Groups
407080025061Signal Group
OverlapPermissSplitSplitSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
65Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202317EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
183.8134.543.1226.9726.9799.2272.1474.010.0095th-Percentile Queue Length [ft/ln]
7.351.380.121.081.083.972.892.960.0095th-Percentile Queue Length [veh/ln]
102.1119.191.7314.9814.9855.1240.0841.110.0050th-Percentile Queue Length [ft/ln]
4.080.770.070.600.602.201.601.640.0050th-Percentile Queue Length [veh/ln]
YesNoYesNoNoYesYesNoNoCritical Lane Group
CBCAACBBALane Group LOS
32.5418.6532.557.107.1030.7512.3212.240.00d, Delay for Lane Group [s/veh]
0.860.120.070.110.110.760.260.250.00X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.050.080.520.220.222.940.790.740.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.110.500.500.11k, delay calibration
25.4918.5732.036.876.8727.8211.5311.500.00d1, Uniform Delay [s]
30261257103810384047818211c, Capacity [veh/h]
15891725189187018703459177918701781s, saturation flow rate [veh/h]
0.160.040.020.060.060.090.110.110.00(v / s)_i Volume / Saturation Flow Rate
0.190.260.010.560.560.120.440.440.00g / C, Green / Cycle
121713636829290g_i, Effective Green Time [s]
2.000.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
656565656565656565C, Cycle Length [s]
RLCCCLCCLLane Group
Lane Group Calculations
3/30/202318EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 12.27 12.32 30.75 7.10 7.10 32.55 32.55 32.55 18.65 0.00 32.54
Movement LOS A B B C A A C C C B C
d_A, Approach Delay [s/veh]12.28 20.43 32.55 29.52
Approach LOS B C C C
d_I, Intersection Delay [s/veh]20.22
Intersection LOS C
Intersection V/C 0.385
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 24.12 0.00 24.12
I_p,int, Pedestrian LOS Score for Intersectio 0.000 2.769 0.000 2.474
Crosswalk LOS F C F B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]585 615 215 800
d_b, Bicycle Delay [s]16.28 15.58 25.88 11.70
I_b,int, Bicycle LOS Score for Intersection 1.909 2.008 1.566 1.560
Bicycle LOS A B A A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
------------8421Ring 1
Sequence
3/30/202319EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.354Volume to Capacity (v/c):
BLevel Of Service:
10.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
All-way stopControl Type:
Intersection 5: Almond St/Bundy Canyon Rd
Intersection Level Of Service Report
YesNoYesNoCrosswalk
0.000.000.000.00Grade [%]
25.0025.0025.0025.00Speed [mph]
250.000.000.00250.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100100000000No. of Lanes in Exit Pocket
50.00100.00100.0050.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
100100000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
0000Pedestrian Volume [ped/h]
27369111844711208943108Total Analysis Volume [veh/h]
7923411235223802Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94260.94260.94260.89660.89660.89660.89770.89770.89770.35710.35710.3571Peak Hour Factor
25348101640110187841103Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
25348101640110187841103Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202320EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
BIntersection LOS
10.81Intersection Delay [s/veh]
BBBAApproach LOS
10.4911.1011.169.52Approach Delay [s/veh]
2.8630.8531.071.8539.5539.8020.455.2895th-Percentile Queue Length [ft]
0.111.231.240.071.581.590.820.2195th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.040.300.300.020.350.350.220.07Degree of Utilization, x
735642639746651648563591Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
3/30/202321EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
7.883Volume to Capacity (v/c):
FLevel Of Service:
94.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Orange St/Bundy Canyon rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0035.0035.00Speed [mph]
0.000.000.000.000.000.00260.000.000.000.000.000.00Exit Pocket Length [ft]
000000100000No. of Lanes in Exit Pocket
100.00100.00200.00125.00100.00125.00260.00100.00100.00135.00100.00100.00Entry Pocket Length [ft]
001101100100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
Intersection Setup
3/30/202322EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
664631941759123827241248621Total Analysis Volume [veh/h]
171164841486276062150Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.87320.87320.87320.78230.78230.78230.86270.86270.86270.77780.77780.7778Peak Hour Factor
584041691346218723208193481Total Hourly Volume [veh/h]
20005003006500Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
7840416918462181023208258481Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
Volumes
3/30/202323EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0140014001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
023110231102600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202324EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
104.91108.67152.43154.93155.9915.682.77912.22102.3422.4495th-Percentile Queue Length [ft/ln]
4.204.356.106.206.240.630.1136.494.090.9095th-Percentile Queue Length [veh/ln]
58.2860.3784.6886.0786.668.711.54507.5956.8612.4650th-Percentile Queue Length [ft/ln]
2.332.413.393.443.470.350.0620.302.270.5050th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
BBDBBCBFBBLane Group LOS
14.3214.2541.8220.0019.9630.8012.17557.6814.8312.68d, Delay for Lane Group [s/veh]
0.370.370.920.520.520.330.012.120.430.10X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.461.3915.553.223.182.680.01528.810.500.07d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.500.110.11k, delay calibration
12.8612.8526.2716.7816.7828.1212.1628.8714.3412.62d1, Uniform Delay [s]
70773921058759370581127581641c, Capacity [veh/h]
17901870178118521870178115893515891587s, saturation flow rate [veh/h]
0.140.140.110.160.160.010.017.610.160.04(v / s)_i Volume / Saturation Flow Rate
0.400.400.120.320.320.040.370.370.370.37g / C, Green / Cycle
242471919222222222g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
60606060606060606060C, Cycle Length [s]
CCLCCLRCRCLane Group
Lane Group Calculations
3/30/202325EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]12.68 12.68 14.83 557.68 557.68 12.17 30.80 19.98 20.00 41.82 14.28 14.32
Movement LOS B B B F F B C B B D B B
d_A, Approach Delay [s/veh]14.40 541.87 20.37 21.67
Approach LOS B F C C
d_I, Intersection Delay [s/veh]94.05
Intersection LOS F
Intersection V/C 7.883
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]21.72 21.72 21.72 21.72
I_p,int, Pedestrian LOS Score for Intersectio 2.380 2.244 2.578 3.143
Crosswalk LOS B B B C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]732 732 632 632
d_b, Bicycle Delay [s]12.07 12.07 14.05 14.05
I_b,int, Bicycle LOS Score for Intersection 2.180 2.020 2.084 2.173
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
3/30/202326EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.632Volume to Capacity (v/c):
BLevel Of Service:
18.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: I-15 SB Ramps/Bundy Canyon Rd
Intersection Level Of Service Report
NoNoYesYesCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0065.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00320.00100.00100.00100.0025.00100.00310.00100.00100.00100.00Entry Pocket Length [ft]
001000101000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
3/30/202327EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
057937542347101371254000Total Analysis Volume [veh/h]
014594106118034064000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00000.91380.91380.89550.89551.00000.91560.91560.91561.00001.00001.0000Peak Hour Factor
052934337942201251233000Total Hourly Volume [veh/h]
000127004200000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
052934350642201671233000Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202328EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.00.02.00.00.02.00.00.00.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.02.00.00.00.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000300100000Pedestrian Clearance [s]
050050050000Walk [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Vehicle Extension [s]
0332101200270000Split [s]
0.01.01.00.01.00.00.01.00.00.00.00.0All red [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Amber [s]
0303003000300000Maximum Green [s]
077070070000Minimum Green [s]
--Lead---------Lead / Lag
Auxiliary Signal Groups
061020040000Signal Group
PermissPermissProtectePermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202329EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
33.65219.61242.04217.2166.070.43138.3295th-Percentile Queue Length [ft/ln]
1.358.789.688.692.640.025.5395th-Percentile Queue Length [veh/ln]
18.69127.15143.73125.3936.700.2476.8450th-Percentile Queue Length [ft/ln]
0.755.095.755.021.470.013.0750th-Percentile Queue Length [veh/ln]
NoYesYesNoNoNoYesCritical Lane Group
ACCBCCCLane Group LOS
3.8327.3624.4919.8823.1020.0627.34d, Delay for Lane Group [s/veh]
0.240.870.740.640.470.000.78X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.235.488.174.411.170.003.96d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.110.500.500.110.110.11k, delay calibration
3.6021.8816.3215.4621.9320.0523.38d1, Uniform Delay [s]
2433431600700292344327c, Capacity [veh/h]
3560178116021870158918701781s, saturation flow rate [veh/h]
0.160.210.280.240.090.000.14(v / s)_i Volume / Saturation Flow Rate
0.680.240.380.380.180.180.18g / C, Green / Cycle
41152323111111g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
60606060606060C, Cycle Length [s]
CLCCRCLLane Group
Lane Group Calculations
3/30/202330EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 0.00 0.00 27.34 20.06 23.10 0.00 20.11 24.49 27.36 3.83 0.00
Movement LOS C C C C C C A
d_A, Approach Delay [s/veh]0.00 25.84 22.19 13.08
Approach LOS A C C B
d_I, Intersection Delay [s/veh]18.95
Intersection LOS B
Intersection V/C 0.632
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]21.72 21.72 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.307 2.286 0.000 0.000
Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 766 266 965
d_b, Bicycle Delay [s]30.04 11.44 22.57 8.04
I_b,int, Bicycle LOS Score for Intersection 4.132 2.276 2.402 2.347
Bicycle LOS D B B B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-21Ring 1
Sequence
3/30/202331EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.557Volume to Capacity (v/c):
BLevel Of Service:
15.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 8: I-15 NB Ramps/Bundy Canyon Rd
Intersection Level Of Service Report
NoNoYesYesCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0030.0065.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
300.00100.00100.00100.00100.00260.00100.00100.00100.0025.00100.00330.00Entry Pocket Length [ft]
100001000101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
3/30/202332EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
372670005141940001214240Total Analysis Volume [veh/h]
93167001284800030160Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96130.96131.00001.00000.91280.91281.00001.00001.00000.92570.92570.9257Peak Hour Factor
358644004691770001124222Total Hourly Volume [veh/h]
120000000003700Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
478644004691770001494222Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202333EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.02.02.00.00.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.00.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
03001000000100Pedestrian Clearance [s]
050050000050Walk [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Vehicle Extension [s]
0120046340000140Split [s]
0.01.00.00.01.01.00.00.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Amber [s]
0300030300000300Maximum Green [s]
070077000070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
060025000080Signal Group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202334EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
206.75192.8924.93123.4159.931.77138.3695th-Percentile Queue Length [ft/ln]
8.277.721.004.942.400.075.5395th-Percentile Queue Length [veh/ln]
117.77107.7713.8568.5633.300.9876.8750th-Percentile Queue Length [ft/ln]
4.714.310.552.741.330.043.0750th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoYesCritical Lane Group
BBACCCCLane Group LOS
14.9613.173.3129.8323.9521.0329.72d, Delay for Lane Group [s/veh]
0.640.560.210.770.460.010.82X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.732.490.194.951.260.025.49d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.110.110.11k, delay calibration
11.2310.683.1324.8922.6921.0124.23d1, Uniform Delay [s]
8209242499252263309294c, Capacity [veh/h]
1661187035601781158918701781s, saturation flow rate [veh/h]
0.310.280.140.110.080.000.13(v / s)_i Volume / Saturation Flow Rate
0.500.500.700.140.160.160.16g / C, Green / Cycle
3030428101010g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
60606060606060C, Cycle Length [s]
CCCLRCLLane Group
Lane Group Calculations
3/30/202335EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]29.72 21.03 23.95 0.00 0.00 0.00 29.83 3.31 0.00 0.00 13.57 14.96
Movement LOS C C C C A B B
d_A, Approach Delay [s/veh]27.71 0.00 10.58 14.06
Approach LOS C A B B
d_I, Intersection Delay [s/veh]15.25
Intersection LOS B
Intersection V/C 0.557
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]21.72 21.72 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.257 2.077 0.000 0.000
Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]333 0 1398 266
d_b, Bicycle Delay [s]20.87 30.04 2.72 22.57
I_b,int, Bicycle LOS Score for Intersection 2.223 4.132 2.144 2.518
Bicycle LOS B D B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
--------------2-Ring 1
Sequence
3/30/202336EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Turning Movement Volume: Summary
3/30/2023Report File: C:\...\Existing AM.pdf
Scenario 1 Existing AMVistro File: C:\...\Mission Trails - Copy.vistro
Mission Trail Residential
2201
Total
Volume
529
Thru
343
Left
Westbound
506
Right
422
Thru
Eastbound
167
Right
1
Thru
233
Left
Southbound
I-15 SB Ramps/Bundy Canyon
Rd7
Intersection NameID
1697
Total
Volume
78
Right
404
Thru
169
Left
Westbound
18
Right
462
Thru
18
Left
Eastbound
10
Right
23
Thru
208
Left
Southbound
258
Right
48
Thru
1
Left
Northbound
Orange St/Bundy Canyon rd6
Intersection NameID
933
Total
Volume
25
Right
348
Thru
10
Left
Westbound
16
Right
401
Thru
10
Left
Eastbound
18
Right
7
Thru
84
Left
Southbound
11
Right
0
Thru
3
Left
Northbound
Almond St/Bundy Canyon Rd5
Intersection NameID
1198
Total
Volume
289
Right
60
Left
Westbound
0
Right
1
Thru
0
Left
Eastbound
0
Right
221
Thru
286
Left
Southbound
62
Right
279
Thru
0
Left
Northbound
Mission Trail/Bundy Canyon Rd4
Intersection NameID
1977
Total
Volume
240
Right
421
Left
Eastbound
374
Right
364
Thru
Southbound
353
Thru
225
Left
Northbound
Mission Trail/Corydon Rd3
Intersection NameID
1618
Total
Volume
36
Right
62
Left
Westbound
680
Thru
51
Left
Southbound
93
Right
696
Thru
Northbound
Mission Trail/Lemon St2
Intersection NameID
1462
Total
Volume
730
Thru
Southbound
732
Thru
Northbound
Mission Trail/Project Dwy1
Intersection NameID
3/30/202337EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
2143
Total
Volume
478
Right
644
Thru
Westbound
469
Thru
177
Left
Eastbound
149
Right
4
Thru
222
Left
Northbound
I-15 NB Ramps/Bundy Canyon
Rd8
Intersection NameID
3/30/202338EPD Solutions Inc
Existing AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Table of Contents
Intersection Analysis Summary ...........................................................................................................................................................2
Intersection Level Of Service Report .................................................................................................................................................3
Intersection 1: Mission Trail/Project Dwy ...................................................................................................................3
Intersection 2: Mission Trail/Lemon St ........................................................................................................................5
Intersection 3: Mission Trail/Corydon Rd ................................................................................................................10
Intersection 4: Mission Trail/Bundy Canyon Rd ....................................................................................................15
Intersection 5: Almond St/Bundy Canyon Rd ........................................................................................................20
Intersection 6: Orange St/Bundy Canyon rd ...........................................................................................................22
Intersection 7: I-15 SB Ramps/Bundy Canyon Rd ................................................................................................27
Intersection 8: I-15 NB Ramps/Bundy Canyon Rd ...............................................................................................32
Turning Movement Volume: Summary .........................................................................................................................................37
3/30/20231EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Intersection Analysis Summary
3/30/2023Report File: C:\...\Existing PM.pdf
Scenario 2 Existing PMVistro File: C:\...\Mission Trails - Copy.vistro
Mission Trail Residential
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B17.50.572EB LeftHCM 7th
EditionSignalizedI-15 NB Ramps/Bundy
Canyon Rd8
C21.00.673WB LeftHCM 7th
EditionSignalizedI-15 SB Ramps/Bundy
Canyon Rd7
E60.66.520SB LeftHCM 7th
EditionSignalizedOrange St/Bundy Canyon rd6
B12.30.460WB ThruHCM 7th
EditionAll-way stopAlmond St/Bundy Canyon Rd5
C24.10.426EB ThruHCM 7th
EditionSignalizedMission Trail/Bundy Canyon
Rd4
B17.80.508NB LeftHCM 7th
EditionSignalizedMission Trail/Corydon Rd3
A6.90.367WB LeftHCM 7th
EditionSignalizedMission Trail/Lemon St2
A0.00.010NB ThruHCM 7th
EditionTwo-way stopMission Trail/Project Dwy1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
3/30/20232EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.010Volume to Capacity (v/c):
ALevel Of Service:
0.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Mission Trail/Project Dwy
Intersection Level Of Service Report
NoNoCrosswalk
0.000.00Grade [%]
50.0050.00Speed [mph]
0.000.00Exit Pocket Length [ft]
00No. of Lanes in Exit Pocket
100.00100.00Entry Pocket Length [ft]
00No. of Lanes in Entry Pocket
12.0012.00Lane Width [ft]
ThruThruTurning Movement
Lane Configuration
SouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
00Pedestrian Volume [ped/h]
869983Total Analysis Volume [veh/h]
217246Total 15-Minute Volume [veh/h]
1.00001.0000Other Adjustment Factor
0.87500.9675Peak Hour Factor
760951Total Hourly Volume [veh/h]
00Other Volume [veh/h]
00Existing Site Adjustment Volume [veh/h]
00Pass-by Trips [veh/h]
00Diverted Trips [veh/h]
00Site-Generated Trips [veh/h]
00In-Process Volume [veh/h]
1.00001.0000Growth Factor
2.002.00Heavy Vehicles Percentage [%]
1.00001.0000Base Volume Adjustment Factor
760951Base Volume Input [veh/h]
Mission TrailMission TrailName
Volumes
3/30/20233EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
AIntersection LOS
0.00d_I, Intersection Delay [s/veh]
AAApproach LOS
0.000.00d_A, Approach Delay [s/veh]
0.000.0095th-Percentile Queue Length [ft/ln]
0.000.0095th-Percentile Queue Length [veh/ln]
AAMovement LOS
0.000.00d_M, Delay for Movement [s/veh]
0.010.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
00Number of Storage Spaces in Median
Two-Stage Gap Acceptance
00Storage Area [veh]
Flared Lane
FreeFreePriority Scheme
Intersection Settings
3/30/20234EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.367Volume to Capacity (v/c):
ALevel Of Service:
6.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Mission Trail/Lemon St
Intersection Level Of Service Report
YesNoNoCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
40.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00140.00125.00100.00Entry Pocket Length [ft]
000110No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Lemon StMission TrailMission TrailName
Intersection Setup
3/30/20235EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
48718086275934Total Analysis Volume [veh/h]
12182021519234Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.73330.73330.87500.87500.96750.9675Peak Hour Factor
35527075473904Total Hourly Volume [veh/h]
12000240Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
47527075497904Base Volume Input [veh/h]
Lemon StMission TrailMission TrailName
Volumes
3/30/20236EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.02.00.02.0l2, Clearance Lost Time [s]
0.02.02.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
01010007Pedestrian Clearance [s]
055005Walk [s]
0.03.03.03.00.03.0Vehicle Extension [s]
0332711016Split [s]
0.01.01.01.00.01.0All red [s]
0.03.03.03.00.03.0Amber [s]
0303030030Maximum Green [s]
077707Minimum Green [s]
-Lead-Lead--Lead / Lag
Auxiliary Signal Groups
072506Signal Group
PermissivePermissivePermissiveProtectedPermissivePermissiveControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/20237EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
76.817.8437.7110.7079.3695th-Percentile Queue Length [ft/ln]
3.070.311.510.433.1795th-Percentile Queue Length [veh/ln]
42.674.3620.955.9444.0950th-Percentile Queue Length [ft/ln]
1.710.170.840.241.7650th-Percentile Queue Length [veh/ln]
YesNoYesNoYesCritical Lane Group
CACAALane Group LOS
30.402.4629.024.676.44d, Delay for Lane Group [s/veh]
0.680.300.460.080.42X, volume / capacity
Lane Group Results
1.001.001.001.001.00PF, progression factor
1.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.00d3, Initial Queue Delay [s]
4.480.282.450.150.59d2, Incremental Delay [s]
1.001.001.001.001.00I, Upstream Filtering Factor
0.110.500.110.500.50k, delay calibration
25.922.1826.574.525.84d1, Uniform Delay [s]
17627171349872211c, Capacity [veh/h]
16983560178115893560s, saturation flow rate [veh/h]
0.070.230.030.050.26(v / s)_i Volume / Saturation Flow Rate
0.100.760.080.620.62g / C, Green / Cycle
64653737g_i, Effective Green Time [s]
2.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.00L, Total Lost Time per Cycle [s]
6060606060C, Cycle Length [s]
CCLRCLane Group
Lane Group Calculations
3/30/20238EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]6.44 4.67 29.02 2.46 30.40 30.40
Movement LOS A A C A C C
d_A, Approach Delay [s/veh]6.31 4.35 30.40
Approach LOS A A C
d_I, Intersection Delay [s/veh]6.89
Intersection LOS A
Intersection V/C 0.367
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 21.68
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 1.902
Crosswalk LOS F F A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]400 767 967
d_b, Bicycle Delay [s]19.20 11.41 8.01
I_b,int, Bicycle LOS Score for Intersection 2.412 2.277 1.776
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
--------------2-Ring 1
Sequence
3/30/20239EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.508Volume to Capacity (v/c):
BLevel Of Service:
17.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Mission Trail/Corydon Rd
Intersection Level Of Service Report
YesNoYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0050.0050.00Speed [mph]
0.00350.000.000.000.000.00Exit Pocket Length [ft]
010000No. of Lanes in Exit Pocket
280.00310.00100.00100.00100.00200.00Entry Pocket Length [ft]
110001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
3/30/202310EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
276528350322540240Total Analysis Volume [veh/h]
69132888113560Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95380.95380.95310.95310.92530.9253Peak Hour Factor
263504334307500222Total Hourly Volume [veh/h]
880111000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
351504445307500222Base Volume Input [veh/h]
Mission TrailMission TrailName
Volumes
3/30/202311EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
2.02.02.02.02.02.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
0172121100Pedestrian Clearance [s]
055550Walk [s]
3.03.03.03.03.03.0Vehicle Extension [s]
262630304919Split [s]
1.01.01.01.01.01.0All red [s]
3.03.03.03.03.03.0Amber [s]
303030303030Maximum Green [s]
777777Minimum Green [s]
-Lead---LeadLead / Lag
1,82,3Auxiliary Signal Groups
832261Signal Group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
75Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202312EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
61.62195.10156.9757.2136.88191.2795th-Percentile Queue Length [ft/ln]
2.467.806.282.291.487.6595th-Percentile Queue Length [veh/ln]
34.23109.3587.2131.7920.49106.6050th-Percentile Queue Length [ft/ln]
1.374.373.491.270.824.2650th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
BCBBADLane Group LOS
14.7931.4814.5311.064.0736.28d, Delay for Lane Group [s/veh]
0.240.810.450.190.220.83X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.112.401.900.240.205.92d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.11k, delay calibration
14.6829.0812.6310.833.8730.36d1, Uniform Delay [s]
114265577517362506290c, Capacity [veh/h]
281334591589356035601781s, saturation flow rate [veh/h]
0.100.150.220.090.150.13(v / s)_i Volume / Saturation Flow Rate
0.400.190.490.490.700.16g / C, Green / Cycle
301437375312g_i, Effective Green Time [s]
0.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
757575757575C, Cycle Length [s]
RLRCCLLane Group
Lane Group Calculations
3/30/202313EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.28 4.07 11.06 14.53 31.48 14.79
Movement LOS D A B B C B
d_A, Approach Delay [s/veh]13.98 12.87 25.75
Approach LOS B B C
d_I, Intersection Delay [s/veh]17.84
Intersection LOS B
Intersection V/C 0.508
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]29.04 0.00 29.04
I_p,int, Pedestrian LOS Score for Intersectio 2.769 0.000 2.959
Crosswalk LOS C F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1200 693 587
d_b, Bicycle Delay [s]6.00 16.01 18.73
I_b,int, Bicycle LOS Score for Intersection 2.203 2.206 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
-------------321Ring 1
Sequence
3/30/202314EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.426Volume to Capacity (v/c):
CLevel Of Service:
24.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Mission Trail/Bundy Canyon Rd
Intersection Level Of Service Report
YesNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0025.0050.0050.00Speed [mph]
320.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
220.00100.00100.00100.00100.00100.00100.00100.00300.00100.00100.00145.00Entry Pocket Length [ft]
100000002001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdMission TrailMission TrailName
Intersection Setup
3/30/202315EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
31901242720225437452930Total Analysis Volume [veh/h]
8003112105610911730Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89631.00000.89630.41670.41670.41670.91890.91890.91890.95250.95250.9525Peak Hour Factor
28601111310207402432790Total Hourly Volume [veh/h]
95000000001500Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
38101111310207402582790Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdMission TrailMission TrailName
Volumes
3/30/202316EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
2.00.02.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
2.00.02.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0021010001000140Pedestrian Clearance [s]
005050050050Walk [s]
3.00.03.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
2103201100271502311Split [s]
1.00.01.00.01.00.00.01.01.00.01.01.0All red [s]
3.00.03.00.03.00.00.03.03.00.03.03.0Amber [s]
3003003000303003030Maximum Green [s]
707070077077Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
4,5Auxiliary Signal Groups
407080025061Signal Group
OverlapPermissSplitSplitSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
70Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202317EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
232.2362.558.7932.0532.05154.2376.6578.220.0095th-Percentile Queue Length [ft/ln]
9.292.500.351.281.286.173.073.130.0095th-Percentile Queue Length [veh/ln]
136.4434.754.8817.8117.8185.6842.5943.450.0050th-Percentile Queue Length [ft/ln]
5.461.390.200.710.713.431.701.740.0050th-Percentile Queue Length [veh/ln]
YesNoYesNoNoYesYesNoNoCritical Lane Group
CBCAACBBALane Group LOS
34.1118.4734.338.608.6032.2515.9915.900.00d, Delay for Lane Group [s/veh]
0.890.190.110.110.110.830.250.240.00X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.800.130.510.240.243.460.890.830.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.110.500.500.11k, delay calibration
26.3118.3433.828.378.3728.8015.1015.070.00d1, Uniform Delay [s]
357667989849845266697001c, Capacity [veh/h]
158917201849187018703459178518701781s, saturation flow rate [veh/h]
0.200.070.010.060.060.130.090.090.00(v / s)_i Volume / Saturation Flow Rate
0.220.300.020.530.530.150.370.370.00g / C, Green / Cycle
1621137371126260g_i, Effective Green Time [s]
2.000.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
707070707070707070C, Cycle Length [s]
RLCCCLCCLLane Group
Lane Group Calculations
3/30/202318EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 15.94 15.99 32.25 8.60 8.60 34.33 34.33 34.33 18.47 0.00 34.11
Movement LOS A B B C A A C C C B C
d_A, Approach Delay [s/veh]15.95 24.22 34.33 29.73
Approach LOS B C C C
d_I, Intersection Delay [s/veh]24.05
Intersection LOS C
Intersection V/C 0.426
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 26.58 0.00 26.58
I_p,int, Pedestrian LOS Score for Intersectio 0.000 2.816 0.000 2.594
Crosswalk LOS F C F B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]543 657 200 800
d_b, Bicycle Delay [s]18.58 15.78 28.35 12.60
I_b,int, Bicycle LOS Score for Intersection 1.851 2.106 1.578 1.560
Bicycle LOS A B A A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
------------8421Ring 1
Sequence
3/30/202319EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.460Volume to Capacity (v/c):
BLevel Of Service:
12.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
All-way stopControl Type:
Intersection 5: Almond St/Bundy Canyon Rd
Intersection Level Of Service Report
YesNoYesNoCrosswalk
0.000.000.000.00Grade [%]
25.0025.0025.0025.00Speed [mph]
250.000.000.00250.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100100000000No. of Lanes in Exit Pocket
50.00100.00100.0050.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
100100000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
0000Pedestrian Volume [ped/h]
4960000546415069853Total Analysis Volume [veh/h]
121500013714017211Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89140.89140.89140.92070.92070.92070.72370.72370.72370.37500.37500.3750Peak Hour Factor
4453500503411050321Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4453500503411050321Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202320EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
BIntersection LOS
12.32Intersection Delay [s/veh]
BBBBApproach LOS
12.4612.3811.3010.02Approach Delay [s/veh]
5.2560.5960.590.0053.3253.4314.382.3495th-Percentile Queue Length [ft]
0.212.422.420.002.132.140.580.0995th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.070.460.460.000.430.430.160.03Degree of Utilization, x
747652652645644644517529Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
3/30/202321EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
6.520Volume to Capacity (v/c):
ELevel Of Service:
60.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Orange St/Bundy Canyon rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0035.0035.00Speed [mph]
0.000.000.000.000.000.00260.000.000.000.000.000.00Exit Pocket Length [ft]
000000100000No. of Lanes in Exit Pocket
100.00100.00200.00125.00100.00125.00260.00100.00100.00135.00100.00100.00Entry Pocket Length [ft]
001101100100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
Intersection Setup
3/30/202322EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
9964318816581258231951532814Total Analysis Volume [veh/h]
25161474145626493874Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89530.89530.89530.89290.89290.89290.77940.77940.77940.75910.75910.7591Peak Hour Factor
8957616814519226181521162111Total Hourly Volume [veh/h]
30005002003900Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
11957616819519228181521552111Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
Volumes
3/30/202323EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0140014001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
023110231102600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202324EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
162.66169.35140.74151.21152.1916.872.77642.7558.6315.6995th-Percentile Queue Length [ft/ln]
6.516.775.636.056.090.670.1125.712.350.6395th-Percentile Queue Length [veh/ln]
90.3694.0878.1984.0084.559.371.54357.0832.578.7250th-Percentile Queue Length [ft/ln]
3.613.763.133.363.380.370.0614.281.300.3550th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
BBDBBCBFBBLane Group LOS
16.6216.5038.7419.8019.7630.5812.18387.6913.6415.58d, Delay for Lane Group [s/veh]
0.520.520.900.510.510.330.011.730.260.20X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.712.5912.563.103.062.580.01358.880.240.49d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.500.110.11k, delay calibration
13.9113.9126.1716.7116.7028.0012.1728.8013.4015.09d1, Uniform Delay [s]
70173521058759375581126581205c, Capacity [veh/h]
1784187017811852187017811589351589343s, saturation flow rate [veh/h]
0.200.200.110.160.160.010.016.250.100.12(v / s)_i Volume / Saturation Flow Rate
0.390.390.120.320.320.040.370.370.370.37g / C, Green / Cycle
242471919222222222g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
60606060606060606060C, Cycle Length [s]
CCLCCLRCRCLane Group
Lane Group Calculations
3/30/202325EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]15.58 15.58 13.64 387.69 387.69 12.18 30.58 19.78 19.80 38.74 16.55 16.62
Movement LOS B B B F F B C B B D B B
d_A, Approach Delay [s/veh]14.05 374.39 20.22 21.04
Approach LOS B F C C
d_I, Intersection Delay [s/veh]60.57
Intersection LOS E
Intersection V/C 6.520
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]21.72 21.72 21.72 21.72
I_p,int, Pedestrian LOS Score for Intersectio 2.300 2.231 2.644 3.102
Crosswalk LOS B B B C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]732 732 632 632
d_b, Bicycle Delay [s]12.07 12.07 14.05 14.05
I_b,int, Bicycle LOS Score for Intersection 1.946 1.936 2.077 2.352
Bicycle LOS A A B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
3/30/202326EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.673Volume to Capacity (v/c):
CLevel Of Service:
21.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: I-15 SB Ramps/Bundy Canyon Rd
Intersection Level Of Service Report
NoNoYesYesCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0065.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00320.00100.00100.00100.0025.00100.00310.00100.00100.00100.00Entry Pocket Length [ft]
001000101000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
3/30/202327EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
082718526663701701539000Total Analysis Volume [veh/h]
020746661590430135000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00000.90040.90040.81670.81671.00000.85230.85230.85231.00001.00001.0000Peak Hour Factor
074516721752001451459000Total Hourly Volume [veh/h]
00072004800000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
074516728952001931459000Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202328EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.00.02.00.00.02.00.00.00.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.02.00.00.00.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000300100000Pedestrian Clearance [s]
050050050000Walk [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Vehicle Extension [s]
0362401200240000Split [s]
0.01.01.00.01.00.00.01.00.00.00.00.0All red [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Amber [s]
0303003000300000Maximum Green [s]
077070070000Minimum Green [s]
--Lead---------Lead / Lag
Auxiliary Signal Groups
061020040000Signal Group
PermissPermissProtectePermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202329EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
114.25119.03264.90243.1160.020.31273.5095th-Percentile Queue Length [ft/ln]
4.574.7610.609.722.400.0110.9495th-Percentile Queue Length [veh/ln]
63.4766.13160.89144.5333.350.17167.4050th-Percentile Queue Length [ft/ln]
2.542.656.445.781.330.016.7050th-Percentile Queue Length [veh/ln]
NoYesYesNoNoNoYesCritical Lane Group
ACCCBBCLane Group LOS
9.0730.3928.7024.2515.5313.5628.60d, Delay for Lane Group [s/veh]
0.430.770.790.720.330.000.92X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.715.2410.686.830.360.009.17d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.110.500.500.110.110.16k, delay calibration
8.3625.1518.0217.4215.1713.5619.43d1, Uniform Delay [s]
1916240571631523615586c, Capacity [veh/h]
3560178116941870158918701781s, saturation flow rate [veh/h]
0.230.100.270.240.110.000.30(v / s)_i Volume / Saturation Flow Rate
0.540.130.340.340.330.330.33g / C, Green / Cycle
3282020202020g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
60606060606060C, Cycle Length [s]
CLCCRCLLane Group
Lane Group Calculations
3/30/202330EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 0.00 0.00 28.60 13.56 15.53 0.00 25.55 28.70 30.39 9.07 0.00
Movement LOS C B B C C C A
d_A, Approach Delay [s/veh]0.00 25.45 26.48 12.97
Approach LOS A C C B
d_I, Intersection Delay [s/veh]20.99
Intersection LOS C
Intersection V/C 0.673
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]21.72 21.72 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 1.915 2.523 0.000 0.000
Crosswalk LOS A B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 666 266 1065
d_b, Bicycle Delay [s]30.04 13.37 22.57 6.56
I_b,int, Bicycle LOS Score for Intersection 4.132 2.810 2.364 2.395
Bicycle LOS D C B B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-21Ring 1
Sequence
3/30/202331EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.572Volume to Capacity (v/c):
BLevel Of Service:
17.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 8: I-15 NB Ramps/Bundy Canyon Rd
Intersection Level Of Service Report
NoNoYesYesCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0030.0065.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
300.00100.00100.00100.00100.00260.00100.00100.00100.0025.00100.00330.00Entry Pocket Length [ft]
100001000101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
3/30/202332EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
222470009321430003540509Total Analysis Volume [veh/h]
551170023336000890127Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93710.93711.00001.00000.90830.90831.00001.00001.00000.93150.93150.9315Peak Hour Factor
208440008471300003300474Total Hourly Volume [veh/h]
700000000011000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
278440008471300004400474Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202333EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.02.02.00.00.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.00.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
03001000000100Pedestrian Clearance [s]
050050000050Walk [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Vehicle Extension [s]
0120037250000230Split [s]
0.01.00.00.01.01.00.00.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Amber [s]
0300030300000300Maximum Green [s]
070077000070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
060025000080Signal Group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202334EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
163.33154.72126.4194.48155.290.00256.9695th-Percentile Queue Length [ft/ln]
6.536.195.063.786.210.0010.2895th-Percentile Queue Length [veh/ln]
90.7485.9670.2352.4986.270.00154.9050th-Percentile Queue Length [ft/ln]
3.633.442.812.103.450.006.2050th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoYesCritical Lane Group
BBACCACLane Group LOS
17.8616.588.9131.6820.180.0027.69d, Delay for Lane Group [s/veh]
0.540.490.470.740.710.000.91X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.292.380.815.641.900.007.80d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.110.110.14k, delay calibration
14.5714.198.1026.0418.270.0019.89d1, Uniform Delay [s]
6387101973192497585557c, Capacity [veh/h]
1680187035601781158918701781s, saturation flow rate [veh/h]
0.210.190.260.080.220.000.29(v / s)_i Volume / Saturation Flow Rate
0.380.380.550.110.310.310.31g / C, Green / Cycle
2323336191919g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
60606060606060C, Cycle Length [s]
CCCLRCLLane Group
Lane Group Calculations
3/30/202335EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]27.69 0.00 20.18 0.00 0.00 0.00 31.68 8.91 0.00 0.00 16.91 17.86
Movement LOS C A C C A B B
d_A, Approach Delay [s/veh]24.60 0.00 11.94 17.22
Approach LOS C A B B
d_I, Intersection Delay [s/veh]17.49
Intersection LOS B
Intersection V/C 0.572
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]21.72 21.72 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.763 1.828 0.000 0.000
Crosswalk LOS C A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]632 0 1098 266
d_b, Bicycle Delay [s]14.05 30.04 6.10 22.57
I_b,int, Bicycle LOS Score for Intersection 3.165 4.132 2.446 2.188
Bicycle LOS C D B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
--------------2-Ring 1
Sequence
3/30/202336EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Turning Movement Volume: Summary
3/30/2023Report File: C:\...\Existing PM.pdf
Scenario 2 Existing PMVistro File: C:\...\Mission Trails - Copy.vistro
Mission Trail Residential
2374
Total
Volume
745
Thru
167
Left
Westbound
289
Right
520
Thru
Eastbound
193
Right
1
Thru
459
Left
Southbound
I-15 SB Ramps/Bundy Canyon
Rd7
Intersection NameID
1788
Total
Volume
119
Right
576
Thru
168
Left
Westbound
19
Right
519
Thru
22
Left
Eastbound
8
Right
18
Thru
152
Left
Southbound
155
Right
21
Thru
11
Left
Northbound
Orange St/Bundy Canyon rd6
Intersection NameID
1153
Total
Volume
44
Right
535
Thru
0
Left
Westbound
0
Right
503
Thru
4
Left
Eastbound
11
Right
0
Thru
50
Left
Southbound
3
Right
2
Thru
1
Left
Northbound
Almond St/Bundy Canyon Rd5
Intersection NameID
1443
Total
Volume
381
Right
111
Left
Westbound
1
Right
3
Thru
1
Left
Eastbound
0
Right
207
Thru
402
Left
Southbound
58
Right
279
Thru
0
Left
Northbound
Mission Trail/Bundy Canyon Rd4
Intersection NameID
2329
Total
Volume
351
Right
504
Left
Eastbound
445
Right
307
Thru
Southbound
500
Thru
222
Left
Northbound
Mission Trail/Corydon Rd3
Intersection NameID
1861
Total
Volume
47
Right
52
Left
Westbound
707
Thru
54
Left
Southbound
97
Right
904
Thru
Northbound
Mission Trail/Lemon St2
Intersection NameID
1711
Total
Volume
760
Thru
Southbound
951
Thru
Northbound
Mission Trail/Project Dwy1
Intersection NameID
3/30/202337EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
2609
Total
Volume
278
Right
440
Thru
Westbound
847
Thru
130
Left
Eastbound
440
Right
0
Thru
474
Left
Northbound
I-15 NB Ramps/Bundy Canyon
Rd8
Intersection NameID
3/30/202338EPD Solutions Inc
Existing PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Table of Contents
Intersection Analysis Summary ...........................................................................................................................................................2
Intersection Level Of Service Report .................................................................................................................................................3
Intersection 1: Mission Trail/Project Dwy ...................................................................................................................3
Intersection 2: Mission Trail/Lemon St ........................................................................................................................5
Intersection 3: Mission Trail/Corydon Rd ................................................................................................................10
Intersection 4: Mission Trail/Bundy Canyon Rd ....................................................................................................15
Intersection 5: Almond St/Bundy Canyon Rd ........................................................................................................20
Intersection 6: Orange St/Bundy Canyon rd ...........................................................................................................22
Intersection 7: I-15 SB Ramps/Bundy Canyon Rd ................................................................................................27
Intersection 8: I-15 NB Ramps/Bundy Canyon Rd ...............................................................................................32
Turning Movement Volume: Summary .........................................................................................................................................37
3/30/20231EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Intersection Analysis Summary
3/30/2023Report File: C:\...\Project Completion AM.pdf
Scenario 10 Project Completion AMVistro File: C:\...\Mission Trails - Copy.vistro
Mission Trail Residential
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B17.10.596EB LeftHCM 7th
EditionSignalizedI-15 NB Ramps/Bundy
Canyon Rd8
C23.70.670WB LeftHCM 7th
EditionSignalizedI-15 SB Ramps/Bundy
Canyon Rd7
F92.15.947SB LeftHCM 7th
EditionSignalizedOrange St/Bundy Canyon rd6
B11.50.408EB LeftHCM 7th
EditionAll-way stopAlmond St/Bundy Canyon Rd5
B16.90.387EB ThruHCM 7th
EditionSignalizedMission Trail/Bundy Canyon
Rd4
B17.80.480NB LeftHCM 7th
EditionSignalizedMission Trail/Corydon Rd3
A8.20.419SB LeftHCM 7th
EditionSignalizedMission Trail/Lemon St2
B12.00.094EB RightHCM 7th
EditionTwo-way stopMission Trail/Project Dwy1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
3/30/20232EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.094Volume to Capacity (v/c):
BLevel Of Service:
12.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Mission Trail/Project Dwy
Intersection Level Of Service Report
YesNoNoCrosswalk
0.000.000.00Grade [%]
25.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Project DwyMission TrailMission TrailName
Intersection Setup
000Pedestrian Volume [ped/h]
530688010160Total Analysis Volume [veh/h]
13012202540Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.87090.87090.78260.7826Peak Hour Factor
50057667950Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
50057340Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0007307320Base Volume Input [veh/h]
Project DwyMission TrailMission TrailName
Volumes
3/30/20233EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
BIntersection LOS
0.33d_I, Intersection Delay [s/veh]
BAAApproach LOS
12.030.000.00d_A, Approach Delay [s/veh]
7.730.000.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.310.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
BAAAMovement LOS
12.030.000.000.000.000.00d_M, Delay for Movement [s/veh]
0.090.000.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
3/30/20234EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.419Volume to Capacity (v/c):
ALevel Of Service:
8.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Mission Trail/Lemon St
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0030.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00110.0060.00100.00115.00Entry Pocket Length [ft]
000100001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Lemon StLemon StMission TrailMission TrailName
Intersection Setup
3/30/20235EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3919093366869619392528Total Analysis Volume [veh/h]
10023219121715232317Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.71000.71000.71000.95000.95000.95000.87090.87090.87090.78260.78260.7826Peak Hour Factor
2816493345757537372422Total Hourly Volume [veh/h]
9003002002400Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0101233475000022Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
36062000068051936960Base Volume Input [veh/h]
Lemon StLemon StMission TrailMission TrailName
Volumes
3/30/20236EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
010001000140070Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
01800180042220200Split [s]
0.01.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s]
03000300030300300Maximum Green [s]
070070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
040080025060Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/20237EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
79.624.8221.1532.6632.7137.0616.8099.408.4695th-Percentile Queue Length [ft/ln]
3.180.190.851.311.311.480.673.980.3495th-Percentile Queue Length [veh/ln]
44.232.6811.7518.1418.1720.599.3355.224.7050th-Percentile Queue Length [ft/ln]
1.770.110.470.730.730.820.372.210.1950th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoYesNoCritical Lane Group
CCCAACAAALane Group LOS
27.6022.1322.693.673.6728.955.857.869.41d, Delay for Lane Group [s/veh]
0.520.040.120.320.320.450.100.450.07X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.630.070.170.640.642.390.220.710.32d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.110.500.500.50k, delay calibration
25.9722.0622.523.033.0326.565.637.169.09d1, Uniform Delay [s]
252230321134613501349222064413c, Capacity [veh/h]
10401589141818651870178115893560633s, saturation flow rate [veh/h]
0.120.010.030.230.230.030.060.260.04(v / s)_i Volume / Saturation Flow Rate
0.150.150.150.720.720.070.580.580.58g / C, Green / Cycle
99943434353535g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
2.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
606060606060606060C, Cycle Length [s]
CRCCCLRCLLane Group
Lane Group Calculations
3/30/20238EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]9.41 7.86 5.85 28.95 3.67 3.67 22.69 22.69 22.13 27.60 27.60 27.60
Movement LOS A A A C A A C C C C C C
d_A, Approach Delay [s/veh]7.72 5.32 22.58 27.60
Approach LOS A A C C
d_I, Intersection Delay [s/veh]8.21
Intersection LOS A
Intersection V/C 0.419
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 21.68 21.68
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.177 1.916
Crosswalk LOS F F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]533 1267 467 467
d_b, Bicycle Delay [s]16.13 4.03 17.63 17.63
I_b,int, Bicycle LOS Score for Intersection 2.442 2.333 1.644 1.789
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
3/30/20239EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.480Volume to Capacity (v/c):
BLevel Of Service:
17.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Mission Trail/Corydon Rd
Intersection Level Of Service Report
YesNoYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0050.0050.00Speed [mph]
0.00350.000.000.000.000.00Exit Pocket Length [ft]
010000No. of Lanes in Exit Pocket
280.00310.00100.00100.00100.00200.00Entry Pocket Length [ft]
110001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
3/30/202310EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
228539337481467284Total Analysis Volume [veh/h]
571358412011771Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.81970.81970.89240.89240.82420.8242Peak Hour Factor
187442301429385234Total Hourly Volume [veh/h]
630100000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
041250180Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
240421374364353225Base Volume Input [veh/h]
Mission TrailMission TrailName
Volumes
3/30/202311EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
2.02.02.02.02.02.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
0172121100Pedestrian Clearance [s]
055550Walk [s]
3.03.03.03.03.03.0Vehicle Extension [s]
262630305424Split [s]
1.01.01.01.01.01.0All red [s]
3.03.03.03.03.03.0Amber [s]
303030303030Maximum Green [s]
777777Minimum Green [s]
-Lead---LeadLead / Lag
1,82,3Auxiliary Signal Groups
832261Signal Group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202312EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
50.75208.3559.71105.9036.51229.0395th-Percentile Queue Length [ft/ln]
2.038.332.394.241.469.1695th-Percentile Queue Length [veh/ln]
28.20118.9333.1758.8320.28134.0850th-Percentile Queue Length [ft/ln]
1.134.761.332.350.815.3650th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
BCABADLane Group LOS
13.9232.604.9013.734.2437.22d, Delay for Lane Group [s/veh]
0.190.790.300.290.190.85X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.072.080.670.450.175.88d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.11k, delay calibration
13.8530.524.2213.284.0731.34d1, Uniform Delay [s]
1227683113116522501336c, Capacity [veh/h]
281334591589356035601781s, saturation flow rate [veh/h]
0.080.160.210.140.130.16(v / s)_i Volume / Saturation Flow Rate
0.430.200.710.470.700.19g / C, Green / Cycle
351657375615g_i, Effective Green Time [s]
0.002.000.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
808080808080C, Cycle Length [s]
RLRCCLLane Group
Lane Group Calculations
3/30/202313EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]37.22 4.24 13.73 4.90 32.60 13.92
Movement LOS D A B A C B
d_A, Approach Delay [s/veh]16.71 10.09 27.05
Approach LOS B B C
d_I, Intersection Delay [s/veh]17.79
Intersection LOS B
Intersection V/C 0.480
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]31.51 0.00 31.51
I_p,int, Pedestrian LOS Score for Intersectio 2.790 0.000 2.916
Crosswalk LOS C F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1250 650 550
d_b, Bicycle Delay [s]5.63 18.23 21.03
I_b,int, Bicycle LOS Score for Intersection 2.179 2.317 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
-------------321Ring 1
Sequence
3/30/202314EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.387Volume to Capacity (v/c):
BLevel Of Service:
16.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Mission Trail/Bundy Canyon Rd
Intersection Level Of Service Report
YesNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0025.0050.0050.00Speed [mph]
320.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
220.00100.00100.00100.00100.00100.00100.00100.00300.00100.00100.00145.00Entry Pocket Length [ft]
100000002001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdMission TrailMission TrailName
Intersection Setup
3/30/202315EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2820740400257361603680Total Analysis Volume [veh/h]
700190100649015920Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.83771.00000.83770.25000.25000.25000.93430.93430.93430.79810.79810.7981Peak Hour Factor
2360620100240337482940Total Hourly Volume [veh/h]
79000000001600Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
140000001040040Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2890600100221286622790Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdMission TrailMission TrailName
Volumes
3/30/202316EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
2.00.02.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
2.00.02.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0021010001000140Pedestrian Clearance [s]
005050050050Walk [s]
3.00.03.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
2103301200141402323Split [s]
1.00.01.00.01.00.00.01.01.00.01.01.0All red [s]
3.00.03.00.03.00.00.03.03.00.03.03.0Amber [s]
3003003000303003030Maximum Green [s]
707070077077Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
4,5Auxiliary Signal Groups
407080025061Signal Group
OverlapPermissSplitSplitSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
70Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202317EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
125.0941.683.4227.1027.10123.2779.1481.310.0095th-Percentile Queue Length [ft/ln]
5.001.670.141.081.084.933.173.250.0095th-Percentile Queue Length [veh/ln]
69.5023.161.9015.0615.0668.4843.9745.170.0050th-Percentile Queue Length [ft/ln]
2.780.930.080.600.602.741.761.810.0050th-Percentile Queue Length [veh/ln]
YesNoYesNoNoYesYesNoNoCritical Lane Group
BCDAACBBALane Group LOS
14.5722.1535.576.126.1230.8312.2112.140.00d, Delay for Lane Group [s/veh]
0.420.140.080.110.110.730.260.250.00X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.420.120.590.210.212.110.750.700.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.110.500.500.11k, delay calibration
14.1622.0334.985.925.9228.7211.4611.440.00d1, Uniform Delay [s]
67352853112811284948248654c, Capacity [veh/h]
15891718227187018703459178018701781s, saturation flow rate [veh/h]
0.180.040.020.070.070.100.120.120.00(v / s)_i Volume / Saturation Flow Rate
0.420.220.010.600.600.140.460.460.00g / C, Green / Cycle
3016142421032320g_i, Effective Green Time [s]
0.000.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
707070707070707070C, Cycle Length [s]
RLCCCLCCLLane Group
Lane Group Calculations
3/30/202318EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 12.17 12.21 30.83 6.12 6.12 35.57 35.57 35.57 22.15 0.00 14.57
Movement LOS A B B C A A D D D C B
d_A, Approach Delay [s/veh]12.18 20.56 35.57 16.15
Approach LOS B C D B
d_I, Intersection Delay [s/veh]16.93
Intersection LOS B
Intersection V/C 0.387
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 26.58 0.00 26.58
I_p,int, Pedestrian LOS Score for Intersectio 0.000 2.807 0.000 2.517
Crosswalk LOS F C F B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]543 286 229 829
d_b, Bicycle Delay [s]18.58 25.71 27.46 12.01
I_b,int, Bicycle LOS Score for Intersection 1.926 2.069 1.566 1.560
Bicycle LOS A B A A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
------------8421Ring 1
Sequence
3/30/202319EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.408Volume to Capacity (v/c):
BLevel Of Service:
11.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
All-way stopControl Type:
Intersection 5: Almond St/Bundy Canyon Rd
Intersection Level Of Service Report
YesNoYesNoCrosswalk
0.000.000.000.00Grade [%]
25.0025.0025.0025.00Speed [mph]
250.000.000.00250.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100100000000No. of Lanes in Exit Pocket
50.00100.00100.0050.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
100100000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
0000Pedestrian Volume [ped/h]
28399111951011218973108Total Analysis Volume [veh/h]
71003512735224802Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94260.94260.94260.89660.89660.89660.89770.89770.89770.35710.35710.3571Peak Hour Factor
26376101745710197871103Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
01400400000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
25348101640110187841103Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202320EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
BIntersection LOS
11.47Intersection Delay [s/veh]
BBBAApproach LOS
10.9911.9711.519.74Approach Delay [s/veh]
3.0435.3235.561.9949.2549.5421.995.4595th-Percentile Queue Length [ft]
0.121.411.420.081.971.980.880.2295th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.040.330.330.030.410.410.230.07Degree of Utilization, x
718629626734642639549574Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
3/30/202321EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
5.947Volume to Capacity (v/c):
FLevel Of Service:
92.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Orange St/Bundy Canyon rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0035.0035.00Speed [mph]
0.000.000.000.000.000.00260.000.000.000.000.000.00Exit Pocket Length [ft]
000000100000No. of Lanes in Exit Pocket
100.00100.00200.00125.00100.00125.00260.00100.00100.00135.00100.00100.00Entry Pocket Length [ft]
001101100100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
Intersection Setup
3/30/202322EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
704972021866524828250258641Total Analysis Volume [veh/h]
171245041666276365160Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.87320.87320.87320.78230.78230.78230.86270.86270.86270.77780.77780.7778Peak Hour Factor
614341761452019724216201501Total Hourly Volume [veh/h]
20005003006700Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
01400400000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
7840416918462181023208258481Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
Volumes
3/30/202323EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0140014001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
023110231102600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202324EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
114.63118.81172.25181.51182.7616.272.77939.41107.3323.1795th-Percentile Queue Length [ft/ln]
4.594.756.897.267.310.650.1137.584.290.9395th-Percentile Queue Length [veh/ln]
63.6866.0195.69100.84101.539.041.54524.6559.6312.8750th-Percentile Queue Length [ft/ln]
2.552.643.834.034.060.360.0620.992.390.5150th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
BBDCCCBFBBLane Group LOS
14.7314.6547.5321.3421.2930.6912.16553.8714.9712.69d, Delay for Lane Group [s/veh]
0.390.390.960.580.580.330.012.110.440.10X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.651.5721.124.144.092.630.01524.980.530.07d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.500.110.11k, delay calibration
13.0813.0826.4017.2017.2028.0612.1528.9014.4412.62d1, Uniform Delay [s]
70573621058759273582132582643c, Capacity [veh/h]
17901870178118531870178115894915891592s, saturation flow rate [veh/h]
0.160.150.110.180.180.010.015.650.160.04(v / s)_i Volume / Saturation Flow Rate
0.390.390.120.320.320.040.370.370.370.37g / C, Green / Cycle
242471919222222222g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
60606060606060606060C, Cycle Length [s]
CCLCCLRCRCLane Group
Lane Group Calculations
3/30/202325EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]12.69 12.69 14.97 553.87 553.87 12.16 30.69 21.31 21.34 47.53 14.68 14.73
Movement LOS B B B F F B C C C D B B
d_A, Approach Delay [s/veh]14.51 538.72 21.63 23.32
Approach LOS B F C C
d_I, Intersection Delay [s/veh]92.08
Intersection LOS F
Intersection V/C 5.947
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]21.72 21.72 21.72 21.72
I_p,int, Pedestrian LOS Score for Intersectio 2.390 2.249 2.607 3.192
Crosswalk LOS B B B C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]732 732 632 632
d_b, Bicycle Delay [s]12.07 12.07 14.05 14.05
I_b,int, Bicycle LOS Score for Intersection 2.203 2.036 2.147 2.211
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
3/30/202326EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.670Volume to Capacity (v/c):
CLevel Of Service:
23.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: I-15 SB Ramps/Bundy Canyon Rd
Intersection Level Of Service Report
NoNoYesYesCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0065.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00320.00100.00100.00100.0025.00100.00310.00100.00100.00100.00Entry Pocket Length [ft]
001000101000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
3/30/202327EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
061039145751301491264000Total Analysis Volume [veh/h]
015298114128037066000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00000.91380.91380.89550.89551.00000.91560.91560.91561.00001.00001.0000Peak Hour Factor
055735740945901361242000Total Hourly Volume [veh/h]
000137004500000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
07020200700000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
052934350642201671233000Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202328EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.00.02.00.00.02.00.00.00.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.02.00.00.00.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000300100000Pedestrian Clearance [s]
050050050000Walk [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Vehicle Extension [s]
0592803100260000Split [s]
0.01.01.00.01.00.00.01.00.00.00.00.0All red [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Amber [s]
0303003000300000Maximum Green [s]
077070070000Minimum Green [s]
--Lead---------Lead / Lag
Auxiliary Signal Groups
061020040000Signal Group
PermissPermissProtectePermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
85Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202329EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
53.51336.34312.60288.34116.550.69223.1795th-Percentile Queue Length [ft/ln]
2.1413.4512.5011.534.660.038.9395th-Percentile Queue Length [veh/ln]
29.73215.86197.40178.7164.750.38129.7650th-Percentile Queue Length [ft/ln]
1.198.637.907.152.590.025.1950th-Percentile Queue Length [veh/ln]
NoYesYesNoNoNoYesCritical Lane Group
ADCCCCDLane Group LOS
3.9442.4524.3720.9833.4928.9340.16d, Delay for Lane Group [s/veh]
0.230.910.690.590.530.000.84X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.2111.145.343.061.590.006.22d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.170.500.500.110.110.11k, delay calibration
3.7331.3019.0317.9231.9128.9333.95d1, Uniform Delay [s]
2601431708825279328313c, Capacity [veh/h]
3560178116031870158918701781s, saturation flow rate [veh/h]
0.170.220.300.260.090.000.15(v / s)_i Volume / Saturation Flow Rate
0.730.240.440.440.180.180.18g / C, Green / Cycle
62213838151515g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
85858585858585C, Cycle Length [s]
CLCCRCLLane Group
Lane Group Calculations
3/30/202330EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 0.00 0.00 40.16 28.93 33.49 0.00 21.17 24.37 42.45 3.94 0.00
Movement LOS D C C C C D A
d_A, Approach Delay [s/veh]0.00 37.74 22.68 18.98
Approach LOS A D C B
d_I, Intersection Delay [s/veh]23.74
Intersection LOS C
Intersection V/C 0.670
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]33.99 33.99 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.383 2.326 0.000 0.000
Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 517 635 1294
d_b, Bicycle Delay [s]42.52 23.36 19.80 5.30
I_b,int, Bicycle LOS Score for Intersection 4.132 2.317 2.473 2.385
Bicycle LOS D B B B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-21Ring 1
Sequence
3/30/202331EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.596Volume to Capacity (v/c):
BLevel Of Service:
17.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 8: I-15 NB Ramps/Bundy Canyon Rd
Intersection Level Of Service Report
NoNoYesYesCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0030.0065.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
300.00100.00100.00100.00100.00260.00100.00100.00100.0025.00100.00330.00Entry Pocket Length [ft]
100001000101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
3/30/202332EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
388697005352230001254257Total Analysis Volume [veh/h]
97174001345600031164Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96130.96131.00001.00000.91280.91281.00001.00001.00000.92570.92570.9257Peak Hour Factor
373670004882040001164238Total Hourly Volume [veh/h]
124000000003900Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0000020000007Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
478644004691770001494222Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202333EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.02.02.00.00.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.00.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
03001000000100Pedestrian Clearance [s]
050050000050Walk [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Vehicle Extension [s]
0370050130000150Split [s]
0.01.00.00.01.01.00.00.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Amber [s]
0300030300000300Maximum Green [s]
070077000070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
060025000080Signal Group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
65Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202334EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
230.35214.6730.81173.3668.491.96166.7895th-Percentile Queue Length [ft/ln]
9.218.591.236.932.740.086.6795th-Percentile Queue Length [veh/ln]
135.06123.5317.1296.3138.051.0992.6550th-Percentile Queue Length [ft/ln]
5.404.940.683.851.520.043.7150th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoYesCritical Lane Group
BBADCCCLane Group LOS
15.7213.803.5038.1425.5822.5132.63d, Delay for Lane Group [s/veh]
0.650.570.210.890.460.010.85X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.842.540.1910.561.220.026.39d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.110.110.11k, delay calibration
11.8811.263.3027.5824.3622.5026.23d1, Uniform Delay [s]
8399442516250271319304c, Capacity [veh/h]
1660187035601781158918701781s, saturation flow rate [veh/h]
0.330.290.150.130.080.000.14(v / s)_i Volume / Saturation Flow Rate
0.510.510.710.140.170.170.17g / C, Green / Cycle
3333469111111g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
65656565656565C, Cycle Length [s]
CCCLRCLLane Group
Lane Group Calculations
3/30/202335EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]32.63 22.51 25.58 0.00 0.00 0.00 38.14 3.50 0.00 0.00 14.23 15.72
Movement LOS C C C D A B B
d_A, Approach Delay [s/veh]30.24 0.00 13.69 14.76
Approach LOS C A B B
d_I, Intersection Delay [s/veh]17.08
Intersection LOS B
Intersection V/C 0.596
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]24.19 24.19 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.280 2.129 0.000 0.000
Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]338 0 1412 1013
d_b, Bicycle Delay [s]22.50 32.57 2.81 7.93
I_b,int, Bicycle LOS Score for Intersection 2.261 4.132 2.185 2.557
Bicycle LOS B D B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
--------------2-Ring 1
Sequence
3/30/202336EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Turning Movement Volume: Summary
3/30/2023Report File: C:\...\Project Completion AM.pdf
Scenario 10 Project Completion AMVistro File: C:\...\Mission Trails - Copy.vistro
Mission Trail Residential
2343
Total
Volume
557
Thru
357
Left
Westbound
546
Right
459
Thru
Eastbound
181
Right
1
Thru
242
Left
Southbound
I-15 SB Ramps/Bundy Canyon
Rd7
Intersection NameID
1818
Total
Volume
81
Right
434
Thru
176
Left
Westbound
19
Right
520
Thru
19
Left
Eastbound
10
Right
24
Thru
216
Left
Southbound
268
Right
50
Thru
1
Left
Northbound
Orange St/Bundy Canyon rd6
Intersection NameID
1023
Total
Volume
26
Right
376
Thru
10
Left
Westbound
17
Right
457
Thru
10
Left
Eastbound
19
Right
7
Thru
87
Left
Southbound
11
Right
0
Thru
3
Left
Northbound
Almond St/Bundy Canyon Rd5
Intersection NameID
1313
Total
Volume
315
Right
62
Left
Westbound
0
Right
1
Thru
0
Left
Eastbound
0
Right
240
Thru
337
Left
Southbound
64
Right
294
Thru
0
Left
Northbound
Mission Trail/Bundy Canyon Rd4
Intersection NameID
2141
Total
Volume
250
Right
442
Left
Eastbound
401
Right
429
Thru
Southbound
385
Thru
234
Left
Northbound
Mission Trail/Corydon Rd3
Intersection NameID
1811
Total
Volume
37
Right
1
Thru
64
Left
Westbound
12
Right
3
Thru
34
Left
Eastbound
7
Right
757
Thru
53
Left
Southbound
97
Right
724
Thru
22
Left
Northbound
Mission Trail/Lemon St2
Intersection NameID
1616
Total
Volume
50
Right
Eastbound
5
Right
766
Thru
Southbound
795
Thru
Northbound
Mission Trail/Project Dwy1
Intersection NameID
3/30/202337EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
2256
Total
Volume
497
Right
670
Thru
Westbound
488
Thru
204
Left
Eastbound
155
Right
4
Thru
238
Left
Northbound
I-15 NB Ramps/Bundy Canyon
Rd8
Intersection NameID
3/30/202338EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Table of Contents
Intersection Analysis Summary ...........................................................................................................................................................2
Intersection Level Of Service Report .................................................................................................................................................3
Intersection 1: Mission Trail/Project Dwy ...................................................................................................................3
Intersection 2: Mission Trail/Lemon St ........................................................................................................................5
Intersection 3: Mission Trail/Corydon Rd ................................................................................................................10
Intersection 4: Mission Trail/Bundy Canyon Rd ....................................................................................................15
Intersection 5: Almond St/Bundy Canyon Rd ........................................................................................................20
Intersection 6: Orange St/Bundy Canyon rd ...........................................................................................................22
Intersection 7: I-15 SB Ramps/Bundy Canyon Rd ................................................................................................27
Intersection 8: I-15 NB Ramps/Bundy Canyon Rd ...............................................................................................32
Turning Movement Volume: Summary .........................................................................................................................................37
3/30/20231EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Intersection Analysis Summary
3/30/2023Report File: C:\...\Project Completion PM.pdf
Scenario 11 Project Completion PMVistro File: C:\...\Mission Trails - Copy.vistro
Mission Trail Residential
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
C25.80.617EB LeftHCM 7th
EditionSignalizedI-15 NB Ramps/Bundy
Canyon Rd8
C31.70.708WB LeftHCM 7th
EditionSignalizedI-15 SB Ramps/Bundy
Canyon Rd7
E63.56.938SB LeftHCM 7th
EditionSignalizedOrange St/Bundy Canyon rd6
B13.60.528WB ThruHCM 7th
EditionAll-way stopAlmond St/Bundy Canyon Rd5
C20.70.638EB ThruHCM 7th
EditionSignalizedMission Trail/Bundy Canyon
Rd4
B15.80.481NB LeftHCM 7th
EditionSignalizedMission Trail/Corydon Rd3
A8.10.421SB LeftHCM 7th
EditionSignalizedMission Trail/Lemon St2
B12.10.064EB RightHCM 7th
EditionTwo-way stopMission Trail/Project Dwy1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
3/30/20232EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.064Volume to Capacity (v/c):
BLevel Of Service:
12.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Mission Trail/Project Dwy
Intersection Level Of Service Report
YesNoNoCrosswalk
0.000.000.00Grade [%]
25.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Project DwyMission TrailMission TrailName
Intersection Setup
000Pedestrian Volume [ped/h]
3501992910460Total Analysis Volume [veh/h]
9052322610Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.87500.87500.96750.9675Peak Hour Factor
3301781310120Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
3301723230Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0007609510Base Volume Input [veh/h]
Project DwyMission TrailMission TrailName
Volumes
3/30/20233EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
BIntersection LOS
0.21d_I, Intersection Delay [s/veh]
BAAApproach LOS
12.070.000.00d_A, Approach Delay [s/veh]
5.140.000.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.210.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
BAAAMovement LOS
12.070.000.000.000.000.00d_M, Delay for Movement [s/veh]
0.060.000.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
200Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
3/30/20234EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.421Volume to Capacity (v/c):
ALevel Of Service:
8.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Mission Trail/Lemon St
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0030.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00110.0060.00100.00115.00Entry Pocket Length [ft]
000100001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Lemon StLemon StMission TrailMission TrailName
Intersection Setup
3/30/20235EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
50474622419878647997273Total Analysis Volume [veh/h]
131182165219162024318Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.73330.73330.73330.95000.95000.95000.87500.87500.87500.96750.96750.9675Peak Hour Factor
37354622317768567694071Total Hourly Volume [veh/h]
12002006002500Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0308223233300071Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
47052000070754979040Base Volume Input [veh/h]
Lemon StLemon StMission TrailMission TrailName
Volumes
3/30/20236EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
010001000140070Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
01900190046160300Split [s]
0.01.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s]
03000300030300300Maximum Green [s]
070070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
040080025060Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
65Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/20237EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
86.743.6115.7332.5832.7543.1314.24107.5624.2395th-Percentile Queue Length [ft/ln]
3.470.140.631.301.311.730.574.300.9795th-Percentile Queue Length [veh/ln]
48.192.008.7418.1018.1923.967.9159.7613.4650th-Percentile Queue Length [ft/ln]
1.930.080.350.720.730.960.322.390.5450th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoYesNoCritical Lane Group
CCCAACAABLane Group LOS
30.1324.6325.083.413.4031.625.397.5010.10d, Delay for Lane Group [s/veh]
0.540.030.090.320.320.480.080.450.17X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.880.050.140.620.622.730.170.670.89d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.110.500.500.50k, delay calibration
28.2524.5824.932.792.7928.895.226.839.21d1, Uniform Delay [s]
238210277138313931329682169421c, Capacity [veh/h]
11421589129518561870178115893560621s, saturation flow rate [veh/h]
0.110.000.020.240.240.040.050.270.12(v / s)_i Volume / Saturation Flow Rate
0.130.130.130.740.740.070.610.610.61g / C, Green / Cycle
99948485404040g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
2.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
656565656565656565C, Cycle Length [s]
CRCCCLRCLLane Group
Lane Group Calculations
3/30/20238EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]10.10 7.50 5.39 31.62 3.40 3.41 25.08 25.08 24.63 30.13 30.13 30.13
Movement LOS B A A C A A C C C C C C
d_A, Approach Delay [s/veh]7.52 5.28 24.99 30.13
Approach LOS A A C C
d_I, Intersection Delay [s/veh]8.10
Intersection LOS A
Intersection V/C 0.421
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 24.12 24.12
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.256 1.918
Crosswalk LOS F F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]800 1292 462 462
d_b, Bicycle Delay [s]11.70 4.07 19.23 19.23
I_b,int, Bicycle LOS Score for Intersection 2.508 2.357 1.616 1.791
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
3/30/20239EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.481Volume to Capacity (v/c):
BLevel Of Service:
15.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Mission Trail/Corydon Rd
Intersection Level Of Service Report
YesNoYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0050.0050.00Speed [mph]
0.00350.000.000.000.000.00Exit Pocket Length [ft]
010000No. of Lanes in Exit Pocket
280.00310.00100.00100.00100.00200.00Entry Pocket Length [ft]
110001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
3/30/202310EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
287564370369624250Total Analysis Volume [veh/h]
72141939215662Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95380.95380.95310.95310.92530.9253Peak Hour Factor
274538353352577231Total Hourly Volume [veh/h]
910118000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
014833570Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
351504445307500222Base Volume Input [veh/h]
Mission TrailMission TrailName
Volumes
3/30/202311EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
2.02.02.02.02.02.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
0172121100Pedestrian Clearance [s]
055550Walk [s]
3.03.03.03.03.03.0Vehicle Extension [s]
262630304919Split [s]
1.01.01.01.01.01.0All red [s]
3.03.03.03.03.03.0Amber [s]
303030303030Maximum Green [s]
777777Minimum Green [s]
-Lead---LeadLead / Lag
1,82,3Auxiliary Signal Groups
832261Signal Group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
75Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202312EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
60.54200.9752.4971.6351.06197.4295th-Percentile Queue Length [ft/ln]
2.428.042.102.872.047.9095th-Percentile Queue Length [veh/ln]
33.64113.5829.1639.7928.37111.0250th-Percentile Queue Length [ft/ln]
1.354.541.171.591.134.4450th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
BCABADLane Group LOS
13.6429.904.4312.394.7936.22d, Delay for Lane Group [s/veh]
0.240.780.320.220.260.83X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.101.870.740.320.256.04d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.11k, delay calibration
13.5428.033.6912.084.5330.18d1, Uniform Delay [s]
1212723115216472436300c, Capacity [veh/h]
281334591589356035601781s, saturation flow rate [veh/h]
0.100.160.230.100.180.14(v / s)_i Volume / Saturation Flow Rate
0.430.210.730.460.680.17g / C, Green / Cycle
321654355113g_i, Effective Green Time [s]
0.002.000.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
757575757575C, Cycle Length [s]
RLRCCLLane Group
Lane Group Calculations
3/30/202313EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.22 4.79 12.39 4.43 29.90 13.64
Movement LOS D A B A C B
d_A, Approach Delay [s/veh]13.78 8.41 24.42
Approach LOS B A C
d_I, Intersection Delay [s/veh]15.84
Intersection LOS B
Intersection V/C 0.481
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]29.04 0.00 29.04
I_p,int, Pedestrian LOS Score for Intersectio 2.819 0.000 2.984
Crosswalk LOS C F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1200 693 587
d_b, Bicycle Delay [s]6.00 16.01 18.73
I_b,int, Bicycle LOS Score for Intersection 2.281 2.267 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
-------------321Ring 1
Sequence
3/30/202314EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.638Volume to Capacity (v/c):
CLevel Of Service:
20.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Mission Trail/Bundy Canyon Rd
Intersection Level Of Service Report
YesNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0025.0050.0050.00Speed [mph]
320.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
220.00100.00100.00100.00100.00100.00100.00100.00300.00100.00100.00145.00Entry Pocket Length [ft]
100000002001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdMission TrailMission TrailName
Intersection Setup
3/30/202315EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
36901282720242483473160Total Analysis Volume [veh/h]
9203212106012112790Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89631.00000.89630.41670.41670.41670.91890.91890.91890.95250.95250.9525Peak Hour Factor
33101151310222444453010Total Hourly Volume [veh/h]
111000000001500Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
460000007260110Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
38101111310207402582790Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdMission TrailMission TrailName
Volumes
3/30/202316EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
2.00.02.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
2.00.02.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0021010001000140Pedestrian Clearance [s]
005050050050Walk [s]
3.00.03.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
2803901100161802325Split [s]
1.00.01.00.01.00.00.01.01.00.01.01.0All red [s]
3.00.03.00.03.00.00.03.03.00.03.03.0Amber [s]
3003003000303003030Maximum Green [s]
707070077077Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
4,5Auxiliary Signal Groups
407080025061Signal Group
OverlapPermissSplitSplitSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202317EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
182.7082.8911.2633.8033.80192.2189.4091.390.0095th-Percentile Queue Length [ft/ln]
7.313.320.451.351.357.693.583.660.0095th-Percentile Queue Length [veh/ln]
101.5046.056.2618.7818.78107.2849.6750.770.0050th-Percentile Queue Length [ft/ln]
4.061.840.250.750.754.291.992.030.0050th-Percentile Queue Length [veh/ln]
YesNoYesNoNoYesYesNoNoCritical Lane Group
BCDAACBBALane Group LOS
14.5823.8442.247.457.4534.1515.9515.870.00d, Delay for Lane Group [s/veh]
0.480.230.200.110.110.800.240.240.00X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.730.212.240.200.202.490.770.720.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.170.110.130.500.500.110.500.500.11k, delay calibration
13.8523.6340.007.257.2531.6615.1815.150.00d1, Uniform Delay [s]
77055254110011006057437774c, Capacity [veh/h]
1589171252187018703459178718701781s, saturation flow rate [veh/h]
0.230.070.210.060.060.140.100.100.00(v / s)_i Volume / Saturation Flow Rate
0.480.260.020.590.590.170.420.420.00g / C, Green / Cycle
3921247471433330g_i, Effective Green Time [s]
0.000.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
808080808080808080C, Cycle Length [s]
RLCCCLCCLLane Group
Lane Group Calculations
3/30/202318EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 15.90 15.95 34.15 7.45 7.45 42.24 42.24 42.24 23.84 0.00 14.58
Movement LOS A B B C A A D D D C B
d_A, Approach Delay [s/veh]15.91 25.24 42.24 16.97
Approach LOS B C D B
d_I, Intersection Delay [s/veh]20.66
Intersection LOS C
Intersection V/C 0.638
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 31.51 0.00 31.51
I_p,int, Pedestrian LOS Score for Intersectio 0.000 2.864 0.000 2.662
Crosswalk LOS F C F B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]475 300 175 875
d_b, Bicycle Delay [s]23.26 28.90 33.31 12.66
I_b,int, Bicycle LOS Score for Intersection 1.871 2.158 1.578 1.560
Bicycle LOS A B A A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
------------8421Ring 1
Sequence
3/30/202319EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.528Volume to Capacity (v/c):
BLevel Of Service:
13.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
All-way stopControl Type:
Intersection 5: Almond St/Bundy Canyon Rd
Intersection Level Of Service Report
YesNoYesNoCrosswalk
0.000.000.000.00Grade [%]
25.0025.0025.0025.00Speed [mph]
250.000.000.00250.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100100000000No. of Lanes in Exit Pocket
50.00100.00100.0050.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
100100000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
0000Pedestrian Volume [ped/h]
5267500596415072853Total Analysis Volume [veh/h]
131690014914018211Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89140.89140.89140.92070.92070.92070.72370.72370.72370.37500.37500.3750Peak Hour Factor
4660200549411052321Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
04600260000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4453500503411050321Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202320EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
BIntersection LOS
13.61Intersection Delay [s/veh]
BBBBApproach LOS
13.9813.5311.6810.27Approach Delay [s/veh]
5.7377.4677.460.0064.2864.4115.562.4295th-Percentile Queue Length [ft]
0.233.103.100.002.572.580.620.1095th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.070.530.530.000.480.480.170.03Degree of Utilization, x
731640640630629629501511Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
3/30/202321EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
6.938Volume to Capacity (v/c):
ELevel Of Service:
63.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Orange St/Bundy Canyon rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0035.0035.00Speed [mph]
0.000.000.000.000.000.00260.000.000.000.000.000.00Exit Pocket Length [ft]
000000100000No. of Lanes in Exit Pocket
100.00100.00200.00125.00100.00125.00260.00100.00100.00135.00100.00100.00Entry Pocket Length [ft]
001101100100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
Intersection Setup
3/30/202322EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
10472019517634268242031592914Total Analysis Volume [veh/h]
26180494158626514074Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89530.89530.89530.89290.89290.89290.77940.77940.77940.75910.75910.7591Peak Hour Factor
9364517515566236191581212211Total Hourly Volume [veh/h]
31005002004000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
04600260000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
11957616819519228181521552111Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
Volumes
3/30/202323EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0140014001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
023110231102600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202324EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
189.26194.89154.61169.75170.8817.472.77692.6761.2016.0595th-Percentile Queue Length [ft/ln]
7.577.806.186.796.840.700.1127.712.450.6495th-Percentile Queue Length [veh/ln]
105.17109.2085.9094.3194.939.701.54384.8234.008.9250th-Percentile Queue Length [ft/ln]
4.214.373.443.773.800.390.0615.391.360.3650th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
BBDCCCBFBBLane Group LOS
17.7917.6442.4220.7120.6730.4812.18420.3313.7015.54d, Delay for Lane Group [s/veh]
0.580.580.930.550.550.340.011.800.270.21X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.423.2716.143.703.662.540.01391.530.250.48d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.500.110.11k, delay calibration
14.3714.3726.2917.0117.0027.9412.1728.8013.4515.05d1, Uniform Delay [s]
70073221058759377581126581209c, Capacity [veh/h]
1788187017811853187017811589341589354s, saturation flow rate [veh/h]
0.230.230.110.170.170.010.016.650.100.12(v / s)_i Volume / Saturation Flow Rate
0.390.390.120.320.320.040.370.370.370.37g / C, Green / Cycle
242471919322222222g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
60606060606060606060C, Cycle Length [s]
CCLCCLRCRCLane Group
Lane Group Calculations
3/30/202325EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]15.54 15.54 13.70 420.33 420.33 12.18 30.48 20.69 20.71 42.42 17.71 17.79
Movement LOS B B B F F B C C C D B B
d_A, Approach Delay [s/veh]14.09 406.43 21.06 22.44
Approach LOS B F C C
d_I, Intersection Delay [s/veh]63.52
Intersection LOS E
Intersection V/C 6.938
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]21.72 21.72 21.72 21.72
I_p,int, Pedestrian LOS Score for Intersectio 2.306 2.236 2.678 3.156
Crosswalk LOS B B B C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]732 732 632 632
d_b, Bicycle Delay [s]12.07 12.07 14.05 14.05
I_b,int, Bicycle LOS Score for Intersection 1.959 1.951 2.122 2.426
Bicycle LOS A A B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
3/30/202326EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.708Volume to Capacity (v/c):
CLevel Of Service:
31.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: I-15 SB Ramps/Bundy Canyon Rd
Intersection Level Of Service Report
NoNoYesYesCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0065.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00320.00100.00100.00100.0030.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001000100000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
3/30/202327EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
088619328867801971560000Total Analysis Volume [veh/h]
022248721700490140000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00000.90040.90040.81670.81671.00000.85230.85230.85231.00001.00001.0000Peak Hour Factor
079817423555401681477000Total Hourly Volume [veh/h]
00079005600000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0230131302300000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
074516728952001931459000Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202328EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.00.02.00.00.02.00.00.00.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.02.00.00.00.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000300100000Pedestrian Clearance [s]
050050050000Walk [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Vehicle Extension [s]
0642803600560000Split [s]
0.01.01.00.01.00.00.01.00.00.00.00.0All red [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Amber [s]
0303003000300000Maximum Green [s]
077070070000Minimum Green [s]
--Lead---------Lead / Lag
Auxiliary Signal Groups
061020040000Signal Group
PermissPermissProtectePermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202329EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
254.21256.91419.42401.32181.610.80593.8295th-Percentile Queue Length [ft/ln]
10.1710.2816.7816.057.260.0323.7595th-Percentile Queue Length [veh/ln]
152.84154.86281.78267.27100.890.45424.8150th-Percentile Queue Length [ft/ln]
6.116.1911.2710.694.040.0216.9950th-Percentile Queue Length [veh/ln]
NoYesYesNoNoNoYesCritical Lane Group
BECCCCDLane Group LOS
13.5061.2930.7128.4530.6726.5154.10d, Delay for Lane Group [s/veh]
0.420.870.650.590.370.000.94X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.609.794.363.070.430.0015.45d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.110.500.500.110.110.26k, delay calibration
12.9051.4926.3525.3830.2426.5138.65d1, Uniform Delay [s]
2129223744822533627597c, Capacity [veh/h]
3560178116921870158918701781s, saturation flow rate [veh/h]
0.250.110.290.260.120.000.31(v / s)_i Volume / Saturation Flow Rate
0.600.130.440.440.340.340.34g / C, Green / Cycle
72155353404040g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
120120120120120120120C, Cycle Length [s]
CLCCRCLLane Group
Lane Group Calculations
3/30/202330EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 0.00 0.00 54.10 26.51 30.67 0.00 29.10 30.71 61.29 13.50 0.00
Movement LOS D C C C C E B
d_A, Approach Delay [s/veh]0.00 47.97 29.58 22.05
Approach LOS A D C C
d_I, Intersection Delay [s/veh]31.65
Intersection LOS C
Intersection V/C 0.708
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]51.32 51.32 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 1.986 2.608 0.000 0.000
Crosswalk LOS A B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 867 533 1000
d_b, Bicycle Delay [s]59.98 19.25 32.25 14.99
I_b,int, Bicycle LOS Score for Intersection 4.132 2.903 2.422 2.450
Bicycle LOS D C B B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-21Ring 1
Sequence
3/30/202331EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.617Volume to Capacity (v/c):
CLevel Of Service:
25.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 8: I-15 NB Ramps/Bundy Canyon Rd
Intersection Level Of Service Report
NoNoYesYesCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0030.0065.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
300.00100.00100.00100.00100.00260.00100.00100.00100.0030.00100.00330.00Entry Pocket Length [ft]
100001000101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
3/30/202332EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
232489009701630003680554Total Analysis Volume [veh/h]
581220024241000920138Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93710.93711.00001.00000.90830.90831.00001.00001.00000.93150.93150.9315Peak Hour Factor
217458008811480003430516Total Hourly Volume [veh/h]
720000000011500Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00000130000023Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
278440008471300004400474Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202333EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.02.02.00.00.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.00.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
03001000000100Pedestrian Clearance [s]
050050000050Walk [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Vehicle Extension [s]
0400052120000330Split [s]
0.01.00.00.01.01.00.00.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Amber [s]
0300030300000300Maximum Green [s]
070077000070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
060025000080Signal Group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
41.5Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
85Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202334EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
220.22212.92206.31195.31246.050.00452.4995th-Percentile Queue Length [ft/ln]
8.818.528.257.819.840.0018.1095th-Percentile Queue Length [veh/ln]
127.60122.26117.45109.50146.720.00308.4750th-Percentile Queue Length [ft/ln]
5.104.894.704.385.870.0012.3450th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoYesCritical Lane Group
BBBECADLane Group LOS
19.8718.7611.3862.6227.800.0047.33d, Delay for Lane Group [s/veh]
0.500.450.470.960.700.000.94X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.421.780.7924.283.070.0019.74d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.200.110.36k, delay calibration
17.4516.9810.5938.3424.730.0027.59d1, Uniform Delay [s]
7268082045169527620590c, Capacity [veh/h]
1679187035601781158918701781s, saturation flow rate [veh/h]
0.210.190.270.090.230.000.31(v / s)_i Volume / Saturation Flow Rate
0.430.430.570.090.330.330.33g / C, Green / Cycle
3737498282828g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
85858585858585C, Cycle Length [s]
CCCLRCLLane Group
Lane Group Calculations
3/30/202335EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]47.33 0.00 27.80 0.00 0.00 0.00 62.62 11.38 0.00 0.00 19.05 19.87
Movement LOS D A C E B B B
d_A, Approach Delay [s/veh]39.54 0.00 18.75 19.31
Approach LOS D A B B
d_I, Intersection Delay [s/veh]25.80
Intersection LOS C
Intersection V/C 0.617
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]33.99 33.99 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.833 1.877 0.000 0.000
Crosswalk LOS C A F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]682 0 1129 847
d_b, Bicycle Delay [s]18.46 42.52 8.06 14.14
I_b,int, Bicycle LOS Score for Intersection 3.271 4.132 2.494 2.214
Bicycle LOS C D B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
--------------2-Ring 1
Sequence
3/30/202336EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Turning Movement Volume: Summary
3/30/2023Report File: C:\...\Project Completion PM.pdf
Scenario 11 Project Completion PMVistro File: C:\...\Mission Trails - Copy.vistro
Mission Trail Residential
2542
Total
Volume
798
Thru
174
Left
Westbound
314
Right
554
Thru
Eastbound
224
Right
1
Thru
477
Left
Southbound
I-15 SB Ramps/Bundy Canyon
Rd7
Intersection NameID
1932
Total
Volume
124
Right
645
Thru
175
Left
Westbound
20
Right
566
Thru
23
Left
Eastbound
8
Right
19
Thru
158
Left
Southbound
161
Right
22
Thru
11
Left
Northbound
Orange St/Bundy Canyon rd6
Intersection NameID
1270
Total
Volume
46
Right
602
Thru
0
Left
Westbound
0
Right
549
Thru
4
Left
Eastbound
11
Right
0
Thru
52
Left
Southbound
3
Right
2
Thru
1
Left
Northbound
Almond St/Bundy Canyon Rd5
Intersection NameID
1589
Total
Volume
442
Right
115
Left
Westbound
1
Right
3
Thru
1
Left
Eastbound
0
Right
222
Thru
444
Left
Southbound
60
Right
301
Thru
0
Left
Northbound
Mission Trail/Bundy Canyon Rd4
Intersection NameID
2534
Total
Volume
365
Right
538
Left
Eastbound
471
Right
352
Thru
Southbound
577
Thru
231
Left
Northbound
Mission Trail/Corydon Rd3
Intersection NameID
2098
Total
Volume
49
Right
3
Thru
54
Left
Westbound
8
Right
2
Thru
23
Left
Eastbound
23
Right
768
Thru
56
Left
Southbound
101
Right
940
Thru
71
Left
Northbound
Mission Trail/Lemon St2
Intersection NameID
1875
Total
Volume
33
Right
Eastbound
17
Right
813
Thru
Southbound
1012
Thru
Northbound
Mission Trail/Project Dwy1
Intersection NameID
3/30/202337EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
2750
Total
Volume
289
Right
458
Thru
Westbound
881
Thru
148
Left
Eastbound
458
Right
0
Thru
516
Left
Northbound
I-15 NB Ramps/Bundy Canyon
Rd8
Intersection NameID
3/30/202338EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Table of Contents
Intersection Analysis Summary ...........................................................................................................................................................2
Intersection Level Of Service Report .................................................................................................................................................3
Intersection 1: Mission Trail/Project Dwy ...................................................................................................................3
Intersection 2: Mission Trail/Lemon St ........................................................................................................................5
Intersection 3: Mission Trail/Corydon Rd ................................................................................................................10
Intersection 4: Mission Trail/Bundy Canyon Rd ....................................................................................................15
Intersection 5: Almond St/Bundy Canyon Rd ........................................................................................................20
Intersection 6: Orange St/Bundy Canyon rd ...........................................................................................................22
Intersection 7: I-15 SB Ramps/Bundy Canyon Rd ................................................................................................27
Intersection 8: I-15 NB Ramps/Bundy Canyon Rd ...............................................................................................32
Turning Movement Volume: Summary .........................................................................................................................................37
3/30/20231EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Intersection Analysis Summary
3/30/2023Report File: C:\...\Cumulative AM.pdf
Scenario 5 Cumulative AMVistro File: C:\...\Mission Trails - Copy.vistro
Mission Trail Residential
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
C21.50.729EB LeftHCM 7th
EditionSignalizedI-15 NB Ramps/Bundy
Canyon Rd8
D54.50.906SB LeftHCM 7th
EditionSignalizedI-15 SB Ramps/Bundy
Canyon Rd7
F86.25.980SB LeftHCM 7th
EditionSignalizedOrange St/Bundy Canyon rd6
B13.10.505EB LeftHCM 7th
EditionAll-way stopAlmond St/Bundy Canyon Rd5
B18.30.496EB ThruHCM 7th
EditionSignalizedMission Trail/Bundy Canyon
Rd4
B19.80.609NB LeftHCM 7th
EditionSignalizedMission Trail/Corydon Rd3
B14.60.658SB LeftHCM 7th
EditionSignalizedMission Trail/Lemon St2
B14.10.118EB RightHCM 7th
EditionTwo-way stopMission Trail/Project Dwy1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
3/30/20232EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.118Volume to Capacity (v/c):
BLevel Of Service:
14.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Mission Trail/Project Dwy
Intersection Level Of Service Report
YesNoNoCrosswalk
0.000.000.00Grade [%]
25.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Project DwyMission TrailMission TrailName
Intersection Setup
000Pedestrian Volume [ped/h]
5306118614910Total Analysis Volume [veh/h]
13012973730Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.87090.87090.78260.7826Peak Hour Factor
5005103311670Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
50052744060Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0007307320Base Volume Input [veh/h]
Project DwyMission TrailMission TrailName
Volumes
3/30/20233EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
BIntersection LOS
0.27d_I, Intersection Delay [s/veh]
BAAApproach LOS
14.090.000.00d_A, Approach Delay [s/veh]
9.960.000.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.400.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
BAAAMovement LOS
14.090.000.000.000.000.00d_M, Delay for Movement [s/veh]
0.120.000.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
3/30/20234EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.658Volume to Capacity (v/c):
BLevel Of Service:
14.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Mission Trail/Lemon St
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0030.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00110.0060.00100.00115.00Entry Pocket Length [ft]
000100001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Lemon StLemon StMission TrailMission TrailName
Intersection Setup
3/30/20235EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
14437969236928107813097123328Total Analysis Volume [veh/h]
369242617727032243087Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.71000.71000.71000.95000.95000.95000.87090.87090.87090.78260.78260.7826Peak Hour Factor
102266892266249391137696522Total Hourly Volume [veh/h]
34003008002500Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
992641222663223260424122Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
36062000068051936960Base Volume Input [veh/h]
Lemon StLemon StMission TrailMission TrailName
Volumes
3/30/20236EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
010001000140070Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
01800180042220200Split [s]
0.01.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s]
03000300030300300Maximum Green [s]
070070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
040080025060Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/20237EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
175.544.1546.34101.52102.1580.5327.50237.7014.0795th-Percentile Queue Length [ft/ln]
7.020.171.854.064.093.221.109.510.5695th-Percentile Queue Length [veh/ln]
97.522.3125.7456.4056.7544.7415.28140.517.8250th-Percentile Queue Length [ft/ln]
3.900.091.032.262.271.790.615.620.3150th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoYesNoCritical Lane Group
CBBAACABBLane Group LOS
27.9317.7619.487.097.0730.209.6816.6118.13d, Delay for Lane Group [s/veh]
0.790.020.270.470.470.690.130.750.11X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
3.970.030.431.351.334.350.383.240.88d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.110.500.500.50k, delay calibration
23.9617.7319.055.745.7425.849.3113.3717.25d1, Uniform Delay [s]
351371338117411841897321639254c, Capacity [veh/h]
1159158999818531870178115893560510s, saturation flow rate [veh/h]
0.240.010.090.300.300.070.060.350.05(v / s)_i Volume / Saturation Flow Rate
0.230.230.230.630.630.100.460.460.46g / C, Green / Cycle
14141438386282828g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
2.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
606060606060606060C, Cycle Length [s]
CRCCCLRCLLane Group
Lane Group Calculations
3/30/20238EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]18.13 16.61 9.68 30.20 7.08 7.09 19.48 19.48 17.76 27.93 27.93 27.93
Movement LOS B B A C A A B B B C C C
d_A, Approach Delay [s/veh]16.15 9.51 19.33 27.93
Approach LOS B A B C
d_I, Intersection Delay [s/veh]14.59
Intersection LOS B
Intersection V/C 0.658
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 21.68 21.68
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.206 2.125
Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]533 1267 467 467
d_b, Bicycle Delay [s]16.13 4.03 17.63 17.63
I_b,int, Bicycle LOS Score for Intersection 2.701 2.586 1.731 2.073
Bicycle LOS B B A B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
3/30/20239EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.609Volume to Capacity (v/c):
BLevel Of Service:
19.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Mission Trail/Corydon Rd
Intersection Level Of Service Report
YesNoYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0050.0050.00Speed [mph]
0.00350.000.000.000.000.00Exit Pocket Length [ft]
010000No. of Lanes in Exit Pocket
280.00310.00100.00100.00100.00200.00Entry Pocket Length [ft]
110001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
3/30/202310EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
259690408625614392Total Analysis Volume [veh/h]
6517310215615398Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.81970.81970.89240.89240.82420.8242Peak Hour Factor
212566364558506323Total Hourly Volume [veh/h]
710122000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
331289717913989Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
240421374364353225Base Volume Input [veh/h]
Mission TrailMission TrailName
Volumes
3/30/202311EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
2.02.02.02.02.02.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
0172121100Pedestrian Clearance [s]
055550Walk [s]
3.03.03.03.03.03.0Vehicle Extension [s]
262630305424Split [s]
1.01.01.01.01.01.0All red [s]
3.03.03.03.03.03.0Amber [s]
303030303030Maximum Green [s]
777777Minimum Green [s]
-Lead---LeadLead / Lag
1,82,3Auxiliary Signal Groups
832261Signal Group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202312EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
44.83251.85108.21183.7465.71308.2595th-Percentile Queue Length [ft/ln]
1.7910.074.337.352.6312.3395th-Percentile Queue Length [veh/ln]
24.91151.0760.11102.0836.50194.0350th-Percentile Queue Length [ft/ln]
1.006.042.404.081.467.7650th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
ACACADLane Group LOS
9.8031.427.3820.455.7839.49d, Delay for Lane Group [s/veh]
0.170.840.390.470.260.91X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.052.391.101.220.2710.01d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.15k, delay calibration
9.7529.036.2919.235.5129.48d1, Uniform Delay [s]
1490822104613192358431c, Capacity [veh/h]
281334591589356035601781s, saturation flow rate [veh/h]
0.090.200.260.180.170.22(v / s)_i Volume / Saturation Flow Rate
0.530.240.660.370.660.24g / C, Green / Cycle
421953305319g_i, Effective Green Time [s]
0.002.000.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
808080808080C, Cycle Length [s]
RLRCCLLane Group
Lane Group Calculations
3/30/202313EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]39.49 5.78 20.45 7.38 31.42 9.80
Movement LOS D A C A C A
d_A, Approach Delay [s/veh]18.92 15.29 25.52
Approach LOS B B C
d_I, Intersection Delay [s/veh]19.76
Intersection LOS B
Intersection V/C 0.609
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]31.51 0.00 31.51
I_p,int, Pedestrian LOS Score for Intersectio 2.933 0.000 3.023
Crosswalk LOS C F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1250 650 550
d_b, Bicycle Delay [s]5.63 18.23 21.03
I_b,int, Bicycle LOS Score for Intersection 2.390 2.512 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
-------------321Ring 1
Sequence
3/30/202314EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.496Volume to Capacity (v/c):
BLevel Of Service:
18.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Mission Trail/Bundy Canyon Rd
Intersection Level Of Service Report
YesNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0025.0050.0050.00Speed [mph]
320.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
220.00100.00100.00100.00100.00100.00100.00100.00300.00100.00100.00145.00Entry Pocket Length [ft]
100000002001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdMission TrailMission TrailName
Intersection Setup
3/30/202315EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
34401000400355436845450Total Analysis Volume [veh/h]
86025010089109211360Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.83771.00000.83770.25000.25000.25000.93430.93430.93430.79810.79810.7981Peak Hour Factor
2880840100332407674350Total Hourly Volume [veh/h]
96000000002200Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
830220000102110251450Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2890600100221286622790Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdMission TrailMission TrailName
Volumes
3/30/202316EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
2.00.02.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
2.00.02.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0021010001000140Pedestrian Clearance [s]
005050050050Walk [s]
3.00.03.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
2103301200141402323Split [s]
1.00.01.00.01.00.00.01.01.00.01.01.0All red [s]
3.00.03.00.03.00.00.03.03.00.03.03.0Amber [s]
3003003000303003030Maximum Green [s]
707070077077Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
4,5Auxiliary Signal Groups
407080025061Signal Group
OverlapPermissSplitSplitSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
70Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202317EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
149.5354.573.4243.5943.59161.08135.25140.040.0095th-Percentile Queue Length [ft/ln]
5.982.180.141.741.746.445.415.600.0095th-Percentile Queue Length [veh/ln]
83.0730.311.9024.2224.2289.4975.1477.800.0050th-Percentile Queue Length [ft/ln]
3.321.210.080.970.973.583.013.110.0050th-Percentile Queue Length [veh/ln]
YesNoYesNoNoYesYesNoNoCritical Lane Group
BCDAACBBALane Group LOS
13.9720.9535.577.297.2934.7915.0314.930.00d, Delay for Lane Group [s/veh]
0.480.170.080.160.160.880.400.390.00X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.500.140.590.330.335.361.521.440.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.110.500.500.11k, delay calibration
13.4720.8134.986.966.9629.4213.5113.490.00d1, Uniform Delay [s]
71757753107610764947768134c, Capacity [veh/h]
15891725227187018703459178418701781s, saturation flow rate [veh/h]
0.220.060.020.090.090.130.170.170.00(v / s)_i Volume / Saturation Flow Rate
0.450.250.010.580.580.140.430.430.00g / C, Green / Cycle
3218140401030300g_i, Effective Green Time [s]
0.000.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
707070707070707070C, Cycle Length [s]
RLCCCLCCLLane Group
Lane Group Calculations
3/30/202318EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 14.97 15.03 34.79 7.29 7.29 35.57 35.57 35.57 20.95 0.00 13.97
Movement LOS A B B C A A D D D C B
d_A, Approach Delay [s/veh]14.98 22.45 35.57 15.54
Approach LOS B C D B
d_I, Intersection Delay [s/veh]18.32
Intersection LOS B
Intersection V/C 0.496
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 26.58 0.00 26.58
I_p,int, Pedestrian LOS Score for Intersectio 0.000 2.923 0.000 2.609
Crosswalk LOS F C F B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]543 286 229 829
d_b, Bicycle Delay [s]18.58 25.71 27.46 12.01
I_b,int, Bicycle LOS Score for Intersection 2.097 2.212 1.566 1.560
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
------------8421Ring 1
Sequence
3/30/202319EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.505Volume to Capacity (v/c):
BLevel Of Service:
13.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
All-way stopControl Type:
Intersection 5: Almond St/Bundy Canyon Rd
Intersection Level Of Service Report
YesNoYesNoCrosswalk
0.000.000.000.00Grade [%]
25.0025.0025.0025.00Speed [mph]
250.000.000.00250.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100100000000No. of Lanes in Exit Pocket
50.00100.00100.0050.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
100100000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
0000Pedestrian Volume [ped/h]
28494111961611218973108Total Analysis Volume [veh/h]
71243515435224802Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.94260.94260.94260.89660.89660.89660.89770.89770.89770.35710.35710.3571Peak Hour Factor
26466101755210197871103Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0104001350000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
25348101640110187841103Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202320EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
BIntersection LOS
13.14Intersection Delay [s/veh]
BBBBApproach LOS
12.5214.0412.1010.17Approach Delay [s/veh]
3.1650.7851.082.0670.8371.2123.485.8095th-Percentile Queue Length [ft]
0.132.032.040.082.832.850.940.2395th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.040.410.420.030.500.500.240.07Degree of Utilization, x
691610607710623621521541Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
3/30/202321EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
5.980Volume to Capacity (v/c):
FLevel Of Service:
86.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Orange St/Bundy Canyon rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0035.0035.00Speed [mph]
0.000.000.000.000.000.00260.000.000.000.000.000.00Exit Pocket Length [ft]
000000100000No. of Lanes in Exit Pocket
100.00100.00200.00125.00100.00125.00260.00100.00100.00135.00100.00100.00Entry Pocket Length [ft]
001101100100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
Intersection Setup
3/30/202322EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
706002021878624828250258641Total Analysis Volume [veh/h]
171505041976276365160Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.87320.87320.87320.78230.78230.78230.86270.86270.86270.77780.77780.7778Peak Hour Factor
615241761461519724216201501Total Hourly Volume [veh/h]
20005003006700Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0104001350000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
7840416918462181023208258481Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
Volumes
3/30/202323EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0140014001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
023110231102600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202324EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
141.84146.37172.25221.60222.6716.272.77939.41107.3323.1795th-Percentile Queue Length [ft/ln]
5.675.856.898.868.910.650.1137.584.290.9395th-Percentile Queue Length [veh/ln]
78.8081.3295.69128.61129.399.041.54524.6559.6312.8750th-Percentile Queue Length [ft/ln]
3.153.253.835.145.180.360.0620.992.390.5150th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
BBDCCCBFBBLane Group LOS
15.6915.6147.5324.1924.1430.6912.16553.8714.9712.69d, Delay for Lane Group [s/veh]
0.460.460.960.680.680.330.012.110.440.10X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.172.0921.126.286.232.630.01524.980.530.07d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.500.110.11k, delay calibration
13.5213.5226.4017.9117.9128.0612.1528.9014.4412.62d1, Uniform Delay [s]
71073621058859273582132582643c, Capacity [veh/h]
18021870178118551870178115894915891592s, saturation flow rate [veh/h]
0.180.180.110.220.220.010.015.650.160.04(v / s)_i Volume / Saturation Flow Rate
0.390.390.120.320.320.040.370.370.370.37g / C, Green / Cycle
242471919222222222g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
60606060606060606060C, Cycle Length [s]
CCLCCLRCRCLane Group
Lane Group Calculations
3/30/202325EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]12.69 12.69 14.97 553.87 553.87 12.16 30.69 24.16 24.19 47.53 15.65 15.69
Movement LOS B B B F F B C C C D B B
d_A, Approach Delay [s/veh]14.51 538.72 24.35 23.04
Approach LOS B F C C
d_I, Intersection Delay [s/veh]86.19
Intersection LOS F
Intersection V/C 5.980
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]21.72 21.72 21.72 21.72
I_p,int, Pedestrian LOS Score for Intersectio 2.390 2.249 2.665 3.250
Crosswalk LOS B B B C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]732 732 632 632
d_b, Bicycle Delay [s]12.07 12.07 14.05 14.05
I_b,int, Bicycle LOS Score for Intersection 2.203 2.036 2.247 2.296
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
3/30/202326EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.906Volume to Capacity (v/c):
DLevel Of Service:
54.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: I-15 SB Ramps/Bundy Canyon Rd
Intersection Level Of Service Report
NoNoYesYesCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0065.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00320.00100.00100.00100.0025.00100.00310.00100.00100.00100.00Entry Pocket Length [ft]
001000101000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
3/30/202327EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
070853246660701491493000Total Analysis Volume [veh/h]
01771331161520370123000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00000.91380.91380.89550.89551.00000.91560.91560.91561.00001.00001.0000Peak Hour Factor
064748641754401361451000Total Hourly Volume [veh/h]
000139004500000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
09712930105070209000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
052934350642201671233000Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202328EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.00.02.00.00.02.00.00.00.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.02.00.00.00.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000300100000Pedestrian Clearance [s]
050050050000Walk [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Vehicle Extension [s]
0592803100260000Split [s]
0.01.01.00.01.00.00.01.00.00.00.00.0All red [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Amber [s]
0303003000300000Maximum Green [s]
077070070000Minimum Green [s]
--Lead---------Lead / Lag
Auxiliary Signal Groups
061020040000Signal Group
PermissPermissProtectePermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
85Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202329EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
104.49597.09608.64468.3899.170.60547.1995th-Percentile Queue Length [ft/ln]
4.1823.8824.3518.743.970.0221.8995th-Percentile Queue Length [veh/ln]
58.05410.97423.88321.3855.090.33369.2650th-Percentile Queue Length [ft/ln]
2.3216.4416.9612.862.200.0114.7750th-Percentile Queue Length [veh/ln]
NoYesYesNoNoNoYesCritical Lane Group
AFFDCCFLane Group LOS
6.9779.8680.2047.4226.3123.3883.42d, Delay for Lane Group [s/veh]
0.311.061.040.900.360.001.07X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.3549.3251.1419.610.530.0051.88d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.340.500.500.110.110.29k, delay calibration
6.6330.5429.0527.8125.7823.3831.54d1, Uniform Delay [s]
2303503515594412485462c, Capacity [veh/h]
3560178116211870158918701781s, saturation flow rate [veh/h]
0.200.300.330.290.090.000.28(v / s)_i Volume / Saturation Flow Rate
0.650.280.320.320.260.260.26g / C, Green / Cycle
55242727222222g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
85858585858585C, Cycle Length [s]
CLCCRCLLane Group
Lane Group Calculations
3/30/202330EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 0.00 0.00 83.42 23.38 26.31 0.00 51.23 80.20 79.86 6.97 0.00
Movement LOS F C C D F F A
d_A, Approach Delay [s/veh]0.00 70.09 63.81 38.24
Approach LOS A E E D
d_I, Intersection Delay [s/veh]54.45
Intersection LOS D
Intersection V/C 0.906
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]34.01 34.01 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.532 2.487 0.000 0.000
Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 517 635 1293
d_b, Bicycle Delay [s]42.53 23.38 19.82 5.31
I_b,int, Bicycle LOS Score for Intersection 4.132 2.695 2.560 2.583
Bicycle LOS D B B B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-21Ring 1
Sequence
3/30/202331EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.729Volume to Capacity (v/c):
CLevel Of Service:
21.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 8: I-15 NB Ramps/Bundy Canyon Rd
Intersection Level Of Service Report
NoNoYesYesCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0030.0065.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
300.00100.00100.00100.00100.00260.00100.00100.00100.0025.00100.00330.00Entry Pocket Length [ft]
100001000101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
3/30/202332EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
566912008582230002474271Total Analysis Volume [veh/h]
141228002145600062168Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96130.96131.00001.00000.91280.91281.00001.00001.00000.92570.92570.9257Peak Hour Factor
544877007832040002294251Total Hourly Volume [veh/h]
182000000007600Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
2292070029520000150020Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
478644004691770001494222Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202333EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.02.02.00.00.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.00.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
03001000000100Pedestrian Clearance [s]
050050000050Walk [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Vehicle Extension [s]
0370050130000150Split [s]
0.01.00.00.01.01.00.00.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Amber [s]
0300030300000300Maximum Green [s]
070077000070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
060025000080Signal Group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
65Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202334EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
399.34332.7755.68173.36177.161.96185.3395th-Percentile Queue Length [ft/ln]
15.9713.312.236.937.090.087.4195th-Percentile Queue Length [veh/ln]
265.68213.0830.9396.3198.421.09102.9650th-Percentile Queue Length [ft/ln]
10.638.521.243.853.940.044.1250th-Percentile Queue Length [veh/ln]
YesNoNoYesYesNoNoCritical Lane Group
CBADDCDLane Group LOS
28.0419.654.0738.1437.9122.5135.34d, Delay for Lane Group [s/veh]
0.890.780.340.890.910.010.89X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
13.546.430.3710.5611.330.028.87d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.110.110.11k, delay calibration
14.5013.223.7027.5826.5822.5026.48d1, Uniform Delay [s]
8329442516250271319304c, Capacity [veh/h]
1647187035601781158918701781s, saturation flow rate [veh/h]
0.450.400.240.130.160.000.15(v / s)_i Volume / Saturation Flow Rate
0.510.510.710.140.170.170.17g / C, Green / Cycle
3333469111111g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
65656565656565C, Cycle Length [s]
CCCLRCLLane Group
Lane Group Calculations
3/30/202335EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]35.34 22.51 37.91 0.00 0.00 0.00 38.14 4.07 0.00 0.00 21.24 28.04
Movement LOS D C D D A C C
d_A, Approach Delay [s/veh]36.46 0.00 11.10 23.85
Approach LOS D A B C
d_I, Intersection Delay [s/veh]21.51
Intersection LOS C
Intersection V/C 0.729
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]24.19 24.19 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.454 2.359 0.000 0.000
Crosswalk LOS B B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]338 0 1412 1013
d_b, Bicycle Delay [s]22.50 32.57 2.81 7.93
I_b,int, Bicycle LOS Score for Intersection 2.546 4.132 2.451 2.929
Bicycle LOS B D B C
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
--------------2-Ring 1
Sequence
3/30/202336EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Turning Movement Volume: Summary
3/30/2023Report File: C:\...\Cumulative AM.pdf
Scenario 5 Cumulative AMVistro File: C:\...\Mission Trails - Copy.vistro
Mission Trail Residential
2866
Total
Volume
647
Thru
486
Left
Westbound
556
Right
544
Thru
Eastbound
181
Right
1
Thru
451
Left
Southbound
I-15 SB Ramps/Bundy Canyon
Rd7
Intersection NameID
2003
Total
Volume
81
Right
524
Thru
176
Left
Westbound
19
Right
615
Thru
19
Left
Eastbound
10
Right
24
Thru
216
Left
Southbound
268
Right
50
Thru
1
Left
Northbound
Orange St/Bundy Canyon rd6
Intersection NameID
1208
Total
Volume
26
Right
466
Thru
10
Left
Westbound
17
Right
552
Thru
10
Left
Eastbound
19
Right
7
Thru
87
Left
Southbound
11
Right
0
Thru
3
Left
Northbound
Almond St/Bundy Canyon Rd5
Intersection NameID
1732
Total
Volume
384
Right
84
Left
Westbound
0
Right
1
Thru
0
Left
Eastbound
0
Right
332
Thru
407
Left
Southbound
89
Right
435
Thru
0
Left
Northbound
Mission Trail/Bundy Canyon Rd4
Intersection NameID
2722
Total
Volume
283
Right
566
Left
Eastbound
486
Right
558
Thru
Southbound
506
Thru
323
Left
Northbound
Mission Trail/Corydon Rd3
Intersection NameID
2502
Total
Volume
136
Right
26
Thru
68
Left
Westbound
12
Right
22
Thru
66
Left
Eastbound
32
Right
939
Thru
113
Left
Southbound
101
Right
965
Thru
22
Left
Northbound
Mission Trail/Lemon St2
Intersection NameID
2255
Total
Volume
50
Right
Eastbound
5
Right
1033
Thru
Southbound
1167
Thru
Northbound
Mission Trail/Project Dwy1
Intersection NameID
3/30/202337EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
3150
Total
Volume
726
Right
877
Thru
Westbound
783
Thru
204
Left
Eastbound
305
Right
4
Thru
251
Left
Northbound
I-15 NB Ramps/Bundy Canyon
Rd8
Intersection NameID
3/30/202338EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Table of Contents
Intersection Analysis Summary ...........................................................................................................................................................2
Intersection Level Of Service Report .................................................................................................................................................3
Intersection 1: Mission Trail/Project Dwy ...................................................................................................................3
Intersection 2: Mission Trail/Lemon St ........................................................................................................................5
Intersection 3: Mission Trail/Corydon Rd ................................................................................................................10
Intersection 4: Mission Trail/Bundy Canyon Rd ....................................................................................................15
Intersection 5: Almond St/Bundy Canyon Rd ........................................................................................................20
Intersection 6: Orange St/Bundy Canyon rd ...........................................................................................................22
Intersection 7: I-15 SB Ramps/Bundy Canyon Rd ................................................................................................27
Intersection 8: I-15 NB Ramps/Bundy Canyon Rd ...............................................................................................32
Turning Movement Volume: Summary .........................................................................................................................................37
3/30/20231EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Intersection Analysis Summary
3/30/2023Report File: C:\...\Cumulative PM.pdf
Scenario 6 Cumulative PMVistro File: C:\...\Mission Trails - Copy.vistro
Mission Trail Residential
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
D40.40.866EB LeftHCM 7th
EditionSignalizedI-15 NB Ramps/Bundy
Canyon Rd8
F123.61.159SB LeftHCM 7th
EditionSignalizedI-15 SB Ramps/Bundy
Canyon Rd7
E59.96.983SB LeftHCM 7th
EditionSignalizedOrange St/Bundy Canyon rd6
C19.50.700WB ThruHCM 7th
EditionAll-way stopAlmond St/Bundy Canyon Rd5
C24.50.784SB LeftHCM 7th
EditionSignalizedMission Trail/Bundy Canyon
Rd4
B18.50.654NB LeftHCM 7th
EditionSignalizedMission Trail/Corydon Rd3
C21.90.781NB LeftHCM 7th
EditionSignalizedMission Trail/Lemon St2
C17.60.110EB RightHCM 7th
EditionTwo-way stopMission Trail/Project Dwy1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
3/30/20232EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.110Volume to Capacity (v/c):
CLevel Of Service:
17.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Mission Trail/Project Dwy
Intersection Level Of Service Report
YesNoNoCrosswalk
0.000.000.00Grade [%]
25.0050.0050.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Project DwyMission TrailMission TrailName
Intersection Setup
000Pedestrian Volume [ped/h]
35019163416330Total Analysis Volume [veh/h]
9054094080Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95000.95000.87500.87500.96750.9675Peak Hour Factor
33017143015800Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
330176405910Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0007609510Base Volume Input [veh/h]
Project DwyMission TrailMission TrailName
Volumes
3/30/20233EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
CIntersection LOS
0.19d_I, Intersection Delay [s/veh]
CAAApproach LOS
17.650.000.00d_A, Approach Delay [s/veh]
9.130.000.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.370.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
CAAAMovement LOS
17.650.000.000.000.000.00d_M, Delay for Movement [s/veh]
0.110.000.000.020.020.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
200Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
3/30/20234EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.781Volume to Capacity (v/c):
CLevel Of Service:
21.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 2: Mission Trail/Lemon St
Intersection Level Of Service Report
YesYesNoNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0030.0050.0050.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00110.0060.00100.00115.00Entry Pocket Length [ft]
000100001101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Lemon StLemon StMission TrailMission TrailName
Intersection Setup
3/30/20235EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
20930836246135136326284136373Total Analysis Volume [veh/h]
5282126159341652134118Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.73330.73330.73330.95000.95000.95000.87500.87500.87500.96750.96750.9675Peak Hour Factor
15322616235831119322981131971Total Hourly Volume [veh/h]
510020011002700Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1552278235842458173737971Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
47052000070754979040Base Volume Input [veh/h]
Lemon StLemon StMission TrailMission TrailName
Volumes
3/30/20236EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
0.02.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
010001000140070Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
01900190046160300Split [s]
0.01.00.00.01.00.00.01.01.00.01.00.0All red [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s]
03000300030300300Maximum Green [s]
070070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
040080025060Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
65Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/20237EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
228.233.0647.39161.66161.58177.6230.63381.4661.5695th-Percentile Queue Length [ft/ln]
9.130.121.906.476.467.101.2315.262.4695th-Percentile Queue Length [veh/ln]
133.491.7026.3389.8189.7798.6817.02251.4334.2050th-Percentile Queue Length [ft/ln]
5.340.071.053.593.593.950.6810.061.3750th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoYesNoCritical Lane Group
CBCAACBCDLane Group LOS
33.6319.3221.138.608.5432.0612.3630.6935.19d, Delay for Lane Group [s/veh]
0.880.020.270.580.580.840.130.930.42X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.470.020.462.072.036.110.4112.357.29d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.120.110.110.500.500.110.500.500.50k, delay calibration
26.1619.3020.676.526.5125.9511.9518.3427.90d1, Uniform Delay [s]
365367314119812083116511459174c, Capacity [veh/h]
1281158994718541870178115893560386s, saturation flow rate [veh/h]
0.250.000.090.380.370.150.050.380.19(v / s)_i Volume / Saturation Flow Rate
0.230.230.230.650.650.170.410.410.41g / C, Green / Cycle
151515424211272727g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
2.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
656565656565656565C, Cycle Length [s]
CRCCCLRCLLane Group
Lane Group Calculations
3/30/20238EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]35.19 30.69 12.36 32.06 8.57 8.60 21.13 21.13 19.32 33.63 33.63 33.63
Movement LOS D C B C A A C C B C C C
d_A, Approach Delay [s/veh]29.90 12.28 21.01 33.63
Approach LOS C B C C
d_I, Intersection Delay [s/veh]21.87
Intersection LOS C
Intersection V/C 0.781
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 0.00 24.12 24.12
I_p,int, Pedestrian LOS Score for Intersectio 0.000 0.000 2.282 2.273
Crosswalk LOS F F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]800 1292 462 462
d_b, Bicycle Delay [s]11.70 4.07 19.23 19.23
I_b,int, Bicycle LOS Score for Intersection 2.836 2.938 1.713 2.175
Bicycle LOS C C A B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
3/30/20239EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.654Volume to Capacity (v/c):
BLevel Of Service:
18.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 3: Mission Trail/Corydon Rd
Intersection Level Of Service Report
YesNoYesCrosswalk
NoNoNoCurb Present
0.000.000.00Grade [%]
45.0050.0050.00Speed [mph]
0.00350.000.000.000.000.00Exit Pocket Length [ft]
010000No. of Lanes in Exit Pocket
280.00310.00100.00100.00100.00200.00Entry Pocket Length [ft]
110001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
3/30/202310EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
000Bicycle Volume [bicycles/h]
000v_ab, Corner Pedestrian Volume [ped/h]
000v_ci, Inbound Pedestrian Volume crossing mi
000v_co, Outbound Pedestrian Volume crossing
000v_di, Inbound Pedestrian Volume crossing m
000v_do, Outbound Pedestrian Volume crossing
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
325757530648841352Total Analysis Volume [veh/h]
8118913216221088Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95380.95380.95310.95310.92530.9253Peak Hour Factor
310722505618778326Total Hourly Volume [veh/h]
1040168000Right Turn on Red Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
4919821029925895Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
351504445307500222Base Volume Input [veh/h]
Mission TrailMission TrailName
Volumes
3/30/202311EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
2.02.02.02.02.02.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.0Delayed Vehicle Green [s]
0172121100Pedestrian Clearance [s]
055550Walk [s]
3.03.03.03.03.03.0Vehicle Extension [s]
262630304919Split [s]
1.01.01.01.01.01.0All red [s]
3.03.03.03.03.03.0Amber [s]
303030303030Maximum Green [s]
777777Minimum Green [s]
-Lead---LeadLead / Lag
1,82,3Auxiliary Signal Groups
832261Signal Group
OverlapSplitOverlapPermissivePermissiveProtectedControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
75Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202312EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
54.95250.55113.60173.24102.31302.4595th-Percentile Queue Length [ft/ln]
2.2010.024.546.934.0912.1095th-Percentile Queue Length [veh/ln]
30.53150.0963.1196.2456.84189.5550th-Percentile Queue Length [ft/ln]
1.226.002.523.852.277.5850th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
BCABADLane Group LOS
10.0428.286.7918.977.1549.46d, Delay for Lane Group [s/veh]
0.220.840.480.480.370.99X, volume / capacity
Lane Group Results
1.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.082.121.501.230.4819.55d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.11k, delay calibration
9.9626.155.2917.736.6729.91d1, Uniform Delay [s]
1450906110213462248356c, Capacity [veh/h]
281334591589356035601781s, saturation flow rate [veh/h]
0.120.220.330.180.240.20(v / s)_i Volume / Saturation Flow Rate
0.510.260.690.380.630.20g / C, Green / Cycle
392052284715g_i, Effective Green Time [s]
0.002.000.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
757575757575C, Cycle Length [s]
RLRCCLLane Group
Lane Group Calculations
3/30/202313EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]49.46 7.15 18.97 6.79 28.28 10.04
Movement LOS D A B A C B
d_A, Approach Delay [s/veh]19.63 13.49 22.80
Approach LOS B B C
d_I, Intersection Delay [s/veh]18.53
Intersection LOS B
Intersection V/C 0.654
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00
d_p, Pedestrian Delay [s]29.04 0.00 29.04
I_p,int, Pedestrian LOS Score for Intersectio 3.030 0.000 3.138
Crosswalk LOS C F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]1200 693 587
d_b, Bicycle Delay [s]6.00 16.01 18.73
I_b,int, Bicycle LOS Score for Intersection 2.544 2.670 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
-------------321Ring 1
Sequence
3/30/202314EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.784Volume to Capacity (v/c):
CLevel Of Service:
24.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 4: Mission Trail/Bundy Canyon Rd
Intersection Level Of Service Report
YesNoYesNoCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0025.0050.0050.00Speed [mph]
320.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100000000000No. of Lanes in Exit Pocket
220.00100.00100.00100.00100.00100.00100.00100.00300.00100.00100.00145.00Entry Pocket Length [ft]
100000002001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdMission TrailMission TrailName
Intersection Setup
3/30/202315EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
45301832720468600775240Total Analysis Volume [veh/h]
1130461210117150191310Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89631.00000.89630.41670.41670.41670.91890.91890.91890.95250.95250.9525Peak Hour Factor
40601641310430551734990Total Hourly Volume [veh/h]
135000000002400Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1450490000215133372090Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
38101111310207402582790Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdMission TrailMission TrailName
Volumes
3/30/202316EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
2.00.02.00.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
2.00.02.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0021010001000140Pedestrian Clearance [s]
005050050050Walk [s]
3.00.03.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
2803901100161802325Split [s]
1.00.01.00.01.00.00.01.01.00.01.01.0All red [s]
3.00.03.00.03.00.00.03.03.00.03.03.0Amber [s]
3003003000303003030Maximum Green [s]
707070077077Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
4,5Auxiliary Signal Groups
407080025061Signal Group
OverlapPermissSplitSplitSplitSplitPermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202317EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
215.62115.1411.3780.3180.31268.56175.81181.660.0095th-Percentile Queue Length [ft/ln]
8.624.610.453.213.2110.747.037.270.0095th-Percentile Queue Length [veh/ln]
124.2263.976.3244.6244.62163.6697.67100.920.0050th-Percentile Queue Length [ft/ln]
4.972.560.251.781.786.553.914.040.0050th-Percentile Queue Length [veh/ln]
YesNoYesNoNoYesYesNoNoCritical Lane Group
BCDAADCCALane Group LOS
14.3122.4042.409.669.6648.0320.4520.320.00d, Delay for Lane Group [s/veh]
0.550.300.200.230.230.990.430.430.00X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.440.272.400.510.5115.092.021.910.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.270.110.140.500.500.110.500.500.11k, delay calibration
12.8722.1440.009.159.1532.9418.4318.410.00d1, Uniform Delay [s]
82761654103310336056797104c, Capacity [veh/h]
1589172051187018703459178818701781s, saturation flow rate [veh/h]
0.280.110.220.130.130.170.160.160.00(v / s)_i Volume / Saturation Flow Rate
0.520.300.020.550.550.180.380.380.00g / C, Green / Cycle
4224244441430300g_i, Effective Green Time [s]
0.000.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
808080808080808080C, Cycle Length [s]
RLCCCLCCLLane Group
Lane Group Calculations
3/30/202318EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 20.37 20.45 48.03 9.66 9.66 42.40 42.40 42.40 22.40 0.00 14.31
Movement LOS A C C D A A D D D C B
d_A, Approach Delay [s/veh]20.38 31.22 42.40 16.64
Approach LOS C C D B
d_I, Intersection Delay [s/veh]24.46
Intersection LOS C
Intersection V/C 0.784
Other Modes
g_Walk,mi, Effective Walk Time [s]0.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]0.00 31.51 0.00 31.51
I_p,int, Pedestrian LOS Score for Intersectio 0.000 3.042 0.000 2.799
Crosswalk LOS F C F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]475 300 175 875
d_b, Bicycle Delay [s]23.26 28.90 33.31 12.66
I_b,int, Bicycle LOS Score for Intersection 2.075 2.441 1.578 1.560
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
------------8421Ring 1
Sequence
3/30/202319EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.700Volume to Capacity (v/c):
CLevel Of Service:
19.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
All-way stopControl Type:
Intersection 5: Almond St/Bundy Canyon Rd
Intersection Level Of Service Report
YesNoYesNoCrosswalk
0.000.000.000.00Grade [%]
25.0025.0025.0025.00Speed [mph]
250.000.000.00250.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
100100000000No. of Lanes in Exit Pocket
50.00100.00100.0050.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
100100000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
0000Pedestrian Volume [ped/h]
5284400758921072853Total Analysis Volume [veh/h]
132110019025018211Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89140.89140.89140.92070.92070.92070.72370.72370.72370.37500.37500.3750Peak Hour Factor
4675200698815052321Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0196001754400000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
4453500503411050321Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202320EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
CIntersection LOS
19.53Intersection Delay [s/veh]
CCBBApproach LOS
20.6719.1912.6710.95Approach Delay [s/veh]
6.16140.35140.350.00116.28116.7518.472.6495th-Percentile Queue Length [ft]
0.255.615.610.004.654.670.740.1195th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.080.700.700.000.650.650.200.03Degree of Utilization, x
683603603594594593465469Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
3/30/202321EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
6.983Volume to Capacity (v/c):
ELevel Of Service:
59.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Orange St/Bundy Canyon rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0035.0035.00Speed [mph]
0.000.000.000.000.000.00260.000.000.000.000.000.00Exit Pocket Length [ft]
000000100000No. of Lanes in Exit Pocket
100.00100.00200.00125.00100.00125.00260.00100.00100.00135.00100.00100.00Entry Pocket Length [ft]
001101100100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
Intersection Setup
3/30/202322EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
10488819517801268242031592914Total Analysis Volume [veh/h]
26222494200626514074Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.89530.89530.89530.89290.89290.89290.77940.77940.77940.75910.75910.7591Peak Hour Factor
9379517515715236191581212211Total Hourly Volume [veh/h]
31005002004000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0196001750000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
11957616819519228181521552111Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
Volumes
3/30/202323EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0140014001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
023110231102600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202324EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
237.77243.00154.61226.38227.4017.472.77692.6761.2016.0595th-Percentile Queue Length [ft/ln]
9.519.726.189.069.100.700.1127.712.450.6495th-Percentile Queue Length [veh/ln]
140.55144.4485.90132.12132.889.701.54384.8234.008.9250th-Percentile Queue Length [ft/ln]
5.625.783.445.285.320.390.0615.391.360.3650th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
CCDCCCBFBBLane Group LOS
20.7420.5142.4224.5524.5030.4812.18420.3313.7015.54d, Delay for Lane Group [s/veh]
0.690.690.930.690.690.340.011.800.270.21X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
5.485.2616.146.576.522.540.01391.530.250.48d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.500.110.11k, delay calibration
15.2615.2526.2917.9817.9827.9412.1728.8013.4515.05d1, Uniform Delay [s]
70673221058959377581126581209c, Capacity [veh/h]
1802187017811856187017811589341589354s, saturation flow rate [veh/h]
0.270.270.110.220.220.010.016.650.100.12(v / s)_i Volume / Saturation Flow Rate
0.390.390.120.320.320.040.370.370.370.37g / C, Green / Cycle
242471919322222222g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
60606060606060606060C, Cycle Length [s]
CCLCCLRCRCLane Group
Lane Group Calculations
3/30/202325EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]15.54 15.54 13.70 420.33 420.33 12.18 30.48 24.52 24.55 42.42 20.61 20.74
Movement LOS B B B F F B C C C D C C
d_A, Approach Delay [s/veh]14.09 406.43 24.71 24.20
Approach LOS B F C C
d_I, Intersection Delay [s/veh]59.94
Intersection LOS E
Intersection V/C 6.983
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]21.72 21.72 21.72 21.72
I_p,int, Pedestrian LOS Score for Intersectio 2.306 2.236 2.765 3.243
Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]732 732 632 632
d_b, Bicycle Delay [s]12.07 12.07 14.05 14.05
I_b,int, Bicycle LOS Score for Intersection 1.959 1.951 2.260 2.564
Bicycle LOS A A B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
3/30/202326EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
1.159Volume to Capacity (v/c):
FLevel Of Service:
123.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: I-15 SB Ramps/Bundy Canyon Rd
Intersection Level Of Service Report
NoNoYesYesCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0065.0030.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
100.00100.00320.00100.00100.00100.0030.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
001000100000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
3/30/202327EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
01046448306837020211021000Total Analysis Volume [veh/h]
0262112772090500255000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00000.90040.90040.81670.81671.00000.85230.85230.85231.00001.00001.0000Peak Hour Factor
094240325068401721870000Total Hourly Volume [veh/h]
00083005800000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0167229321430290393000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
074516728952001931459000Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202328EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.00.02.00.00.02.00.00.00.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.02.00.00.00.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000300100000Pedestrian Clearance [s]
050050050000Walk [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Vehicle Extension [s]
0642803600560000Split [s]
0.01.01.00.01.00.00.01.00.00.00.00.0All red [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Amber [s]
0303003000300000Maximum Green [s]
077070070000Minimum Green [s]
--Lead---------Lead / Lag
Auxiliary Signal Groups
061020040000Signal Group
PermissPermissProtectePermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202329EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
386.34888.701092.51940.20152.220.661942.6695th-Percentile Queue Length [ft/ln]
15.4535.5543.7037.616.090.0377.7195th-Percentile Queue Length [veh/ln]
255.31593.94741.34658.2384.560.361320.8150th-Percentile Queue Length [ft/ln]
10.2123.7629.6526.333.380.0152.8350th-Percentile Queue Length [veh/ln]
NoYesYesNoNoNoYesCritical Lane Group
CFFFCBFLane Group LOS
22.59183.04174.00129.8922.3719.33189.44d, Delay for Lane Group [s/veh]
0.591.261.251.140.290.001.33X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.42135.05130.0585.940.240.00155.40d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.460.500.500.110.110.50k, delay calibration
21.1747.9943.9543.9522.1319.3334.04d1, Uniform Delay [s]
1783356457500688809770c, Capacity [veh/h]
3560178117091870158918701781s, saturation flow rate [veh/h]
0.290.250.330.310.130.000.57(v / s)_i Volume / Saturation Flow Rate
0.500.200.270.270.430.430.43g / C, Green / Cycle
60243232525252g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
120120120120120120120C, Cycle Length [s]
CLCCRCLLane Group
Lane Group Calculations
3/30/202330EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 0.00 0.00 189.44 19.33 22.37 0.00 143.88 174.00 183.04 22.59 0.00
Movement LOS F B C F F F C
d_A, Approach Delay [s/veh]0.00 161.73 151.95 70.71
Approach LOS A F F E
d_I, Intersection Delay [s/veh]123.61
Intersection LOS F
Intersection V/C 1.159
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]51.33 51.33 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 2.256 2.941 0.000 0.000
Crosswalk LOS B C F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]0 867 533 1000
d_b, Bicycle Delay [s]60.00 19.26 32.26 15.00
I_b,int, Bicycle LOS Score for Intersection 4.132 3.675 2.571 2.792
Bicycle LOS D D B C
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-21Ring 1
Sequence
3/30/202331EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.866Volume to Capacity (v/c):
DLevel Of Service:
40.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 7th EditionAnalysis Method:
SignalizedControl Type:
Intersection 8: I-15 NB Ramps/Bundy Canyon Rd
Intersection Level Of Service Report
NoNoYesYesCrosswalk
NoNoNoCurb Present
0.000.000.000.00Grade [%]
40.0040.0030.0065.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft]
000000000000No. of Lanes in Exit Pocket
300.00100.00100.00100.00100.00260.00100.00100.00100.0030.00100.00330.00Entry Pocket Length [ft]
100001000101No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
Intersection Setup
3/30/202332EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
5398700015391700005450572Total Analysis Volume [veh/h]
13521700385420001360143Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.93710.93711.00001.00000.90830.90831.00001.00001.00000.93150.93150.9315Peak Hour Factor
5058150013981540005080533Total Hourly Volume [veh/h]
1680000000017000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
3843570051719000220040Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor
0.00Proportion of CAVs [%]
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
278440008471300004400474Base Volume Input [veh/h]
Bundy Canyon RdBundy Canyon RdName
Volumes
3/30/202333EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.00.00.02.02.00.00.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.00.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
03001000000100Pedestrian Clearance [s]
050050000050Walk [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Vehicle Extension [s]
0400052120000330Split [s]
0.01.00.00.01.01.00.00.00.00.01.00.0All red [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Amber [s]
0300030300000300Maximum Green [s]
070077000070Minimum Green [s]
-----Lead------Lead / Lag
Auxiliary Signal Groups
060025000080Signal Group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
41.5Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
85Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
3/30/202334EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
677.87528.43385.90211.49528.450.00468.4995th-Percentile Queue Length [ft/ln]
27.1121.1415.448.4621.140.0018.7495th-Percentile Queue Length [veh/ln]
490.16370.58254.97121.21368.800.00321.4750th-Percentile Queue Length [ft/ln]
19.6114.8210.204.8514.750.0012.8650th-Percentile Queue Length [veh/ln]
YesNoNoYesYesNoNoCritical Lane Group
FDBEFADLane Group LOS
61.8637.3017.0069.1465.530.0048.07d, Delay for Lane Group [s/veh]
1.010.890.760.991.010.000.94X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
37.2714.512.8330.6837.470.0020.82d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.430.110.39k, delay calibration
24.5922.7914.1738.4628.060.0027.25d1, Uniform Delay [s]
6967902013171542637607c, Capacity [veh/h]
1648187035601781158918701781s, saturation flow rate [veh/h]
0.430.380.430.100.340.000.32(v / s)_i Volume / Saturation Flow Rate
0.420.420.560.100.340.340.34g / C, Green / Cycle
3636488292929g_i, Effective Green Time [s]
2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
85858585858585C, Cycle Length [s]
CCCLRCLLane Group
Lane Group Calculations
3/30/202335EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]48.07 0.00 65.53 0.00 0.00 0.00 69.14 17.00 0.00 0.00 41.97 61.86
Movement LOS D A F E B D E
d_A, Approach Delay [s/veh]56.59 0.00 22.18 49.58
Approach LOS E A C D
d_I, Intersection Delay [s/veh]40.37
Intersection LOS D
Intersection V/C 0.866
Other Modes
g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00
d_p, Pedestrian Delay [s]34.01 34.01 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio 3.087 2.277 0.000 0.000
Crosswalk LOS C B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]682 0 1129 846
d_b, Bicycle Delay [s]18.48 42.53 8.08 14.15
I_b,int, Bicycle LOS Score for Intersection 3.683 4.132 2.970 2.861
Bicycle LOS D D C C
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
--------------2-Ring 1
Sequence
3/30/202336EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Turning Movement Volume: Summary
3/30/2023Report File: C:\...\Cumulative PM.pdf
Scenario 6 Cumulative PMVistro File: C:\...\Mission Trails - Copy.vistro
Mission Trail Residential
3463
Total
Volume
942
Thru
403
Left
Westbound
333
Right
684
Thru
Eastbound
230
Right
1
Thru
870
Left
Southbound
I-15 SB Ramps/Bundy Canyon
Rd7
Intersection NameID
2231
Total
Volume
124
Right
795
Thru
175
Left
Westbound
20
Right
715
Thru
23
Left
Eastbound
8
Right
19
Thru
158
Left
Southbound
161
Right
22
Thru
11
Left
Northbound
Orange St/Bundy Canyon rd6
Intersection NameID
1577
Total
Volume
46
Right
752
Thru
0
Left
Westbound
0
Right
698
Thru
8
Left
Eastbound
15
Right
0
Thru
52
Left
Southbound
3
Right
2
Thru
1
Left
Northbound
Almond St/Bundy Canyon Rd5
Intersection NameID
2287
Total
Volume
541
Right
164
Left
Westbound
1
Right
3
Thru
1
Left
Eastbound
0
Right
430
Thru
551
Left
Southbound
97
Right
499
Thru
0
Left
Northbound
Mission Trail/Bundy Canyon Rd4
Intersection NameID
3531
Total
Volume
414
Right
722
Left
Eastbound
673
Right
618
Thru
Southbound
778
Thru
326
Left
Northbound
Mission Trail/Corydon Rd3
Intersection NameID
3338
Total
Volume
204
Right
22
Thru
61
Left
Westbound
8
Right
23
Thru
58
Left
Eastbound
42
Right
1193
Thru
229
Left
Southbound
108
Right
1319
Thru
71
Left
Northbound
Mission Trail/Lemon St2
Intersection NameID
3060
Total
Volume
33
Right
Eastbound
17
Right
1430
Thru
Southbound
1580
Thru
Northbound
Mission Trail/Project Dwy1
Intersection NameID
3/30/202337EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
4251
Total
Volume
673
Right
815
Thru
Westbound
1398
Thru
154
Left
Eastbound
678
Right
0
Thru
533
Left
Northbound
I-15 NB Ramps/Bundy Canyon
Rd8
Intersection NameID
3/30/202338EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Option 2: Restripe Orange St/Bundy Canyon rd
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
BBCCCCBCBBLane Group LOS
13.2513.1933.3820.6420.6033.4114.7027.7617.8414.95d, Delay for Lane Group [s/veh]
0.350.350.810.540.540.350.060.700.480.10X, volume / capacity
79082524963063669604355533683c, Capacity [veh/h]
1790187017811853187017811799105815891868s, saturation flow rate [veh/h]
3333Arrival type
1900190019001900190019001900190019001900so, Base Saturation Flow per Lane [pc/h/ln]
0.160.150.110.180.180.010.020.240.160.03(v / s)_i Volume / Saturation Flow Rate
0.440.440.140.340.340.040.340.340.340.34g / C, Green / Cycle
Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0140014001700170Pedestrian Clearance [s]
050050050050Walk [s]
028160231102600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
0.00Lost time [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
65Cycle Length [s]
Intersection Settings
704972021866524828250258641Total Analysis Volume [veh/h]
7840416918462181023208258481Base Volume Input [veh/h]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
HCM 7th EditionAnalysis Method
SignalizedControl Type
Orange St/Bundy Canyon rdIntersection
6Number
3/30/20231EPD Solutions Inc
Intersection 6 Project Completion AM IMPMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.533Intersection V/C
CIntersection LOS
20.22d_I, Intersection Delay [s/veh]
BCCBApproach LOS
18.5221.0526.1117.26d_A, Approach Delay [s/veh]
NoNoNoNoNoYesNoNoNoNoNoNoCritical Movement
BBCCCCBBCBBBMovement LOS
13.2513.2233.3820.6420.6233.4114.7014.7027.7617.8414.9514.95d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
112.32116.52144.57187.16188.4917.9114.97169.83127.4527.3895th-Percentile Queue Length [ft/ln]
4.494.665.787.497.540.720.606.795.101.1095th-Percentile Queue Length [veh/ln]
62.4064.7380.32103.98104.729.958.3294.3570.8115.2150th-Percentile Queue Length [ft/ln]
2.502.593.214.164.190.400.333.772.830.6150th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
3/30/20232EPD Solutions Inc
Intersection 6 Project Completion AM IMPMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Option 3: Restripe Orange St/Bundy Canyon rd
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
BBCBBCBCBBLane Group LOS
13.5713.4933.7817.4117.3833.4116.1727.2717.9916.26d, Delay for Lane Group [s/veh]
0.480.480.810.460.460.360.060.600.330.07X, volume / capacity
84688524070170872541340480579c, Capacity [veh/h]
1788187017811853187017811791119515891672s, saturation flow rate [veh/h]
3333Arrival type
1900190019001900190019001900190019001900so, Base Saturation Flow per Lane [pc/h/ln]
0.230.230.110.170.170.010.020.170.100.03(v / s)_i Volume / Saturation Flow Rate
0.470.470.130.380.380.040.300.300.300.30g / C, Green / Cycle
Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0140014001700170Pedestrian Clearance [s]
050050050050Walk [s]
028160231102600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
0.00Lost time [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
65Cycle Length [s]
Intersection Settings
10472019517634268242031592914Total Analysis Volume [veh/h]
11957616819519228181521552111Base Volume Input [veh/h]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
HCM 7th EditionAnalysis Method
SignalizedControl Type
Orange St/Bundy Canyon rdIntersection
6Number
3/30/20231EPD Solutions Inc
Intersection 6 Project Completion PM IMPMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.454Intersection V/C
BIntersection LOS
18.54d_I, Intersection Delay [s/veh]
BBCBApproach LOS
17.4018.0125.7617.63d_A, Approach Delay [s/veh]
NoNoYesNoNoNoNoNoNoNoNoNoCritical Movement
BBCBBCBBCBBBMovement LOS
13.5713.5233.7817.4117.3933.4116.1716.1727.2717.9916.2616.26d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
165.33171.92140.46158.94160.0619.3414.19133.3277.7019.1595th-Percentile Queue Length [ft/ln]
6.616.885.626.366.400.770.575.333.110.7795th-Percentile Queue Length [veh/ln]
91.8595.5178.0488.3088.9210.747.8874.0743.1710.6450th-Percentile Queue Length [ft/ln]
3.673.823.123.533.560.430.322.961.730.4350th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
3/30/20232EPD Solutions Inc
Intersection 6 Project Completion PM IMPMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Option 2: Restripe Orange St/Bundy Canyon rd
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
BBCCCCBCBBLane Group LOS
14.0113.9533.3822.8722.8333.4114.7027.7617.8414.95d, Delay for Lane Group [s/veh]
0.410.410.810.630.630.350.060.700.480.10X, volume / capacity
79582524963163669604355533683c, Capacity [veh/h]
1802187017811855187017811799105815891868s, saturation flow rate [veh/h]
3333Arrival type
1900190019001900190019001900190019001900so, Base Saturation Flow per Lane [pc/h/ln]
0.180.180.110.220.220.010.020.240.160.03(v / s)_i Volume / Saturation Flow Rate
0.440.440.140.340.340.040.340.340.340.34g / C, Green / Cycle
Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0140014001700170Pedestrian Clearance [s]
050050050050Walk [s]
028160231102600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
0.00Lost time [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
65Cycle Length [s]
Intersection Settings
706002021878624828250258641Total Analysis Volume [veh/h]
7840416918462181023208258481Base Volume Input [veh/h]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
HCM 7th EditionAnalysis Method
SignalizedControl Type
Orange St/Bundy Canyon rdIntersection
6Number
3/30/20231EPD Solutions Inc
Intersection 6 Cumulative AM IMPMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.566Intersection V/C
CIntersection LOS
20.93d_I, Intersection Delay [s/veh]
BCCBApproach LOS
18.4723.1526.1117.26d_A, Approach Delay [s/veh]
NoNoNoNoNoYesNoNoNoNoNoNoCritical Movement
BBCCCCBBCBBBMovement LOS
14.0113.9833.3822.8722.8533.4114.7014.7027.7617.8414.9514.95d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
138.45142.99144.57224.72225.8617.9114.97169.83127.4527.3895th-Percentile Queue Length [ft/ln]
5.545.725.788.999.030.720.606.795.101.1095th-Percentile Queue Length [veh/ln]
76.9279.4480.32130.90131.749.958.3294.3570.8115.2150th-Percentile Queue Length [ft/ln]
3.083.183.215.245.270.400.333.772.830.6150th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
3/30/20232EPD Solutions Inc
Intersection 6 Cumulative AM IMPMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Option 3: Restripe Orange St/Bundy Canyon rd
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
BBDBBDCCCCLane Group LOS
11.3211.2640.8615.3615.3540.8723.9733.7626.8524.11d, Delay for Lane Group [s/veh]
0.470.470.820.450.450.380.080.640.430.09X, volume / capacity
1040107923789790369419317372460c, Capacity [veh/h]
1802187017811856187017811791119515891711s, saturation flow rate [veh/h]
3333Arrival type
1900190019001900190019001900190019001900so, Base Saturation Flow per Lane [pc/h/ln]
0.270.270.110.220.220.010.020.170.100.03(v / s)_i Volume / Saturation Flow Rate
0.580.580.130.480.480.040.240.240.240.24g / C, Green / Cycle
Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
0140014001700170Pedestrian Clearance [s]
050050050050Walk [s]
042210321102700270Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
077077070070Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
0.00Lost time [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
80Cycle Length [s]
Intersection Settings
10488819517801268242031592914Total Analysis Volume [veh/h]
11957616819519228181521552111Base Volume Input [veh/h]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdOrange StOrange StName
HCM 7th EditionAnalysis Method
SignalizedControl Type
Orange St/Bundy Canyon rdIntersection
6Number
3/30/20231EPD Solutions Inc
Intersection 6 Cumulative PM IMPMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.499Intersection V/C
BIntersection LOS
18.52d_I, Intersection Delay [s/veh]
BBCCApproach LOS
16.1516.1432.4326.27d_A, Approach Delay [s/veh]
NoNoNoNoNoYesNoNoNoNoNoNoCritical Movement
BBDBBDCCCCCCMovement LOS
11.3211.2840.8615.3615.3540.8723.9723.9733.7626.8524.1124.11d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
199.52204.42177.96205.81206.8624.3120.76172.05113.9928.0095th-Percentile Queue Length [ft/ln]
7.988.187.128.238.270.970.836.884.561.1295th-Percentile Queue Length [veh/ln]
112.53116.0798.87117.08117.8513.5011.5395.5863.3315.5550th-Percentile Queue Length [ft/ln]
4.504.643.954.684.710.540.463.822.530.6250th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
3/30/20232EPD Solutions Inc
Intersection 6 Cumulative PM IMPMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Option 5: GPEIR I-15 SB Ramps/Bundy Canyon Rd
NoYesYesNoNoYesCritical Lane Group
ADDCCCLane Group LOS
3.4240.3445.3129.6628.0933.87d, Delay for Lane Group [s/veh]
0.280.970.940.810.610.92X, volume / capacity
2570548573660248538c, Capacity [veh/h]
356017811621187015913459s, saturation flow rate [veh/h]
3333Arrival type
190019001900190019001900so, Base Saturation Flow per Lane [pc/h/ln]
0.200.300.330.290.090.14(v / s)_i Volume / Saturation Flow Rate
0.720.310.350.350.150.15g / C, Green / Cycle
Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.00.02.00.00.02.00.00.00.00.0l1, Start-Up Lost Time [s]
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000300100000Pedestrian Clearance [s]
050050050000Walk [s]
0512402700140000Split [s]
0.01.01.00.01.00.00.01.00.00.00.00.0All red [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Amber [s]
0303003000300000Maximum Green [s]
077070070000Minimum Green [s]
--Lead---------Lead / Lag
Auxiliary Signal Groups
061020040000Signal Group
PermissPermissProtectePermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
0.00Lost time [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
65Cycle Length [s]
Intersection Settings
070853246660701491493000Total Analysis Volume [veh/h]
052934350642201671233000Base Volume Input [veh/h]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
HCM 7th EditionAnalysis Method
SignalizedControl Type
I-15 SB Ramps/Bundy Canyon RdIntersection
7Number
3/30/20231EPD Solutions Inc
Intersection 7 Cumulative AM IMPMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.772Intersection V/C
CIntersection LOS
28.76d_I, Intersection Delay [s/veh]
BDCAApproach LOS
19.2637.4932.520.00d_A, Approach Delay [s/veh]
NoNoYesNoNoNoNoCritical Movement
ADDCCCCMovement LOS
0.003.4240.3445.3131.480.0028.0928.0933.870.000.000.00d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
37.76370.65400.50322.9788.01162.5595th-Percentile Queue Length [ft/ln]
1.5114.8316.0212.923.526.5095th-Percentile Queue Length [veh/ln]
20.98242.86266.61205.4348.8990.3150th-Percentile Queue Length [ft/ln]
0.849.7110.668.221.963.6150th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
3/30/20232EPD Solutions Inc
Intersection 7 Cumulative AM IMPMission Trail Residential
Version 2023 (SP 0-4)
Generated with
Option 5: GPEIR I-15 SB Ramps/Bundy Canyon Rd
NoYesYesNoNoYesCritical Lane Group
AFFDCFLane Group LOS
9.8273.1568.7349.4626.7651.17d, Delay for Lane Group [s/veh]
0.471.031.000.920.441.02X, volume / capacity
2215436569623460999c, Capacity [veh/h]
356017811709187015913459s, saturation flow rate [veh/h]
3333Arrival type
190019001900190019001900so, Base Saturation Flow per Lane [pc/h/ln]
0.290.250.330.310.130.30(v / s)_i Volume / Saturation Flow Rate
0.620.240.330.330.290.29g / C, Green / Cycle
Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.02.02.00.02.00.00.02.00.00.00.00.0l1, Start-Up Lost Time [s]
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
01000300100000Pedestrian Clearance [s]
050050050000Walk [s]
0602603400300000Split [s]
0.01.01.00.01.00.00.01.00.00.00.00.0All red [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Amber [s]
0303003000300000Maximum Green [s]
077070070000Minimum Green [s]
--Lead---------Lead / Lag
Auxiliary Signal Groups
061020040000Signal Group
PermissPermissProtectePermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
0.00Lost time [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
90Cycle Length [s]
Intersection Settings
01046448306837020211021000Total Analysis Volume [veh/h]
074516728952001931459000Base Volume Input [veh/h]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Bundy Canyon RdBundy Canyon RdName
HCM 7th EditionAnalysis Method
SignalizedControl Type
I-15 SB Ramps/Bundy Canyon RdIntersection
7Number
3/30/20231EPD Solutions Inc
Intersection 7 Cumulative PM IMPMission Trail Residential
Version 2023 (SP 0-4)
Generated with
0.881Intersection V/C
DIntersection LOS
43.58d_I, Intersection Delay [s/veh]
CEDAApproach LOS
28.8159.1047.120.00d_A, Approach Delay [s/veh]
NoYesNoNoNoNoNoCritical Movement
AFEECCFMovement LOS
0.009.8273.1568.7355.570.0026.7626.7651.170.000.000.00d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
208.00502.51610.78519.99143.15447.9595th-Percentile Queue Length [ft/ln]
8.3220.1024.4320.805.7317.9295th-Percentile Queue Length [veh/ln]
118.67342.73437.60363.6279.53300.1450th-Percentile Queue Length [ft/ln]
4.7513.7117.5014.543.1812.0150th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
3/30/20232EPD Solutions Inc
Intersection 7 Cumulative PM IMPMission Trail Residential
Version 2023 (SP 0-4)
Generated with