HomeMy WebLinkAboutAppendix J TransportationMISSION TRAIL RESIDENTIAL
TRAFFIC IMPACT ANALYSIS
September 6, 2022
Prepared For:
City of Lake Elsinore
Engineering Department
130 South Main Street
Lake Elsinore, CA 92530
Prepared By:
2355 Main Street, Suite 100
Irvine, CA 92614
(949) 794-1180
Contact: Meghan Macias, TE
meghan@epdsolutions.com
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Table of Contents
1 EXECUTIVE SUMMARY ...................................................................................................... 1
2 INTRODUCTION ................................................................................................................. 1
2.1 Project Description .................................................................................................................. 1
2.2 Study Area and Analysis Scenarios ....................................................................................... 4
2.3 Methodology .......................................................................................................................... 7
2.4 Significance Criteria ............................................................................................................... 7
3 EXISTING CONDITIONS ..................................................................................................... 9
3.1 Existing Roadway Facilities ................................................................................................... 9
3.2 Existing Bicycle and Pedestrian Facilities ............................................................................... 9
3.3 Existing Public Transit Services ............................................................................................ 10
3.4 Existing Traffic Volumes and Intersection Operations .......................................................... 10
4 PROPOSED PROJECT ....................................................................................................... 14
4.1 Project Description and Site Access ...................................................................................... 14
4.2 Project Trip Generation ......................................................................................................... 14
4.3 Project Trips .......................................................................................................................... 14
5 FUTURE CONDITIONS ...................................................................................................... 18
5.1 Project Completion Conditions Traffic Volumes and Intersection Operations ...................... 18
5.2 Cumulative Traffic Volumes and Intersection Operations .................................................... 21
6 RECOMMENDED IMPROVEMENTS ................................................................................... 30
6.1 Recommendation for Project Completion Conditions Improvements ................................... 30
6.2 Recommendation for Cumulative Conditions Improvements ............................................... 30
6.3 Fair Share Contributions ....................................................................................................... 31
6.4 Recommendations for Project Driveways on Mission Trail and Lemon Street ...................... 34
7 VEHICLE MILES TRAVELLED (VMT) SCREENING ANALYSIS ............................................. 35
Figures
FIGURE 1: PROJECT LOCATION .................................................................................................................................................................... 2
FIGURE 2: PROJECT SITE PLAN ..................................................................................................................................................................... 3
FIGURE 3: PROJECT STUDY AREA ................................................................................................................................................................. 6
FIGURE 4: PROJECT STUDY AREA LANE GEOMETRY .................................................................................................................................. 11
FIGURE 5: EXISTING AM PEAK HOUR TRAFFIC VOLUMES ......................................................................................................................... 12
FIGURE 6: EXISTING PM PEAK HOUR TRAFFIC VOLUMES .......................................................................................................................... 13
FIGURE 7: PROJECT TRIP DISTRIBUTION ..................................................................................................................................................... 15
FIGURE 8: PROJECT AM PEAK HOUR TRIP ASSIGNMENT .......................................................................................................................... 16
FIGURE 9: PROJECT PM PEAK HOUR TRIP ASSIGNMENT........................................................................................................................... 17
FIGURE 10: PROJECT COMPLETION CONDITIONS AM PEAK HOUR TRAFFIC VOLUMES ........................................................................... 19
FIGURE 11: PROJECT COMPLETION CONDITIONS PM PEAK HOUR TRAFFIC VOLUMES ............................................................................ 20
FIGURE 12: LOCATION OF CUMULATIVE PROJECTS .................................................................................................................................. 22
FIGURE 13: CUMULATIVE PROJECTS AM PEAK HOUR TRIP ASSIGNMENT ................................................................................................. 25
FIGURE 14: CUMULATIVE PROJECTS PM PEAK HOUR TRIP ASSIGNMENT ................................................................................................. 26
FIGURE 15: CUMULATIVE AM PEAK HOUR TRAFFIC VOLUMES ................................................................................................................. 27
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FIGURE 16: CUMULATIVE PM PEAK HOUR TRAFFIC VOLUMES.................................................................................................................. 28
FIGURE 17: WRCOG VMT TOOL SCREENING ....................................................................................................................................... 38
Tables
TABLE 1. CONVERSION RATE ................................................................................................................................................................ 5
TABLE 2. RELATIONSHIP BETWEEN CONTROL DELAY AND LOS AT A SIGNALIZED INTERSECTION .......................................................... 7
TABLE 3. RELATIONSHIP BETWEEN DELAY AND LOS AN UNSIGNALIZED INTERSECTION ........................................................................ 7
TABLE 4. EXISTING ROADWAY SYSTEM IN THE STUDY AREA ................................................................................................................. 9
TABLE 5. EXISTING AM AND PM PEAK HOUR LEVELS OF SERVICE .................................................................................................... 10
TABLE 6. PROJECT TRIP GENERATION ................................................................................................................................................ 14
TABLE 7. PROJECT COMPLETION CONDITIONS AM AND PM PEAK HOUR LEVELS OF SERVICE ......................................................... 18
TABLE 8. CUMULATIVE PROJECTS TRIP GENERATION ......................................................................................................................... 23
TABLE 9. CUMULATIVE CONDITIONS AM AND PM PEAK HOUR LEVELS OF SERVICE ......................................................................... 29
TABLE 10. RECOMMENDED IMPROVEMENTS ON PROJECT COMPLETION AM AND PM PEAK HOUR LEVELS OF SERVICE ............... 32
TABLE 11. RECOMMENDED IMPROVEMENTS ON CUMULATIVE AM AND PM PEAK HOUR LEVELS OF SERVICE ............................... 33
TABLE 12. PROJECT FAIR SHARE CONTRIBUTION ............................................................................................................................ 34
TABLE 13. VMT ANALYSIS OF PROJECT IMPACT ............................................................................................................................ 39
TABLE 14. PROJECT EFFECT ON VMT ............................................................................................................................................. 39
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 1801 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
All intersections operate at satisfactory LOS D or better except the intersection of Orange Street
and Bundy Canyon Road which would operate at unsatisfactory LOS E during PM peak hour in this
scenario.
Project Completion Conditions Intersection Analysis Results
The intersection of Mission Trail and Project Driveway and the intersection of Orange Street and
Bundy Canyon Road operates at unsatisfactory LOS E during PM peak hour in this scenario.
Cumulative Conditions Intersection Analysis Results
The following three intersections operate at unsatisfactory LOS in this scenario:
- Mission Trail and Project Dwy
- Orange St and Bundy Canyon Rd
- I-15 SB Ramps and Bundy Canyon Rd
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Recommended Improvements
The following improvements are recommended for satisfactory intersection operations:
- Mission Trail and Project Dwy: Change to signal control intersection
- Orange St and Bundy Canyon Rd: As per the recommended improvements in East Lake
Specific Plan (ELSP) TIA (March 22, 2017), widen and/or restripe the southbound
approach to provide an exclusive left-turn lane and a shared through-right-turn lane.
- I-15 SB Ramps and Bundy Canyon Rd:
o Alternative 1: As per the recommended improvements in ELSP TIA (March 22,
2017), widen and/or restripe the southbound approach to provide an exclusive
right-turn lane. Widen and/or restripe the eastbound approach on Bundy Canyon
Rd to provide a second through lane and an exclusive right-turn lane.
o Alternative 2: As per the recommended improvements in City of Lake Elsinore
General Plan (CLEGP) EIR (December 2011), widen and/or restripe the
southbound approach to provide two exclusive left-turn lane. Widen and/or
restripe the eastbound approach on Bundy Canyon Rd to provide three through
lane and an exclusive right-turn lane. Widen and/or restripe the westbound
approach on Bundy Canyon Rd to provide three through lane and two exclusive
left-turn lane.
o Alternative 3: Widen and/or restripe the southbound approach to provide an
exclusive left-turn lane and a shared left-through-right lane. Widen and/or
restripe the eastbound approach on Bundy Canyon Rd to provide a second
through lane and an exclusive right-turn lane.
Project Fair Share
The fair share percentage for recommended intersection improvements is listed below:
- Mission Trail and Project Dwy: 15%
- Orange St and Bundy Canyon Rd: 31%
- I-15 SB Ramps and Bundy Canyon Rd: 14%
Vehicle Miles Travelled (VMT) Screening Analysis Results
EPD Solutions used the screening thresholds from the City of Lake Elsinore Traffic Impact Analysis
Preparation Guide for Vehicle Miles Traveled (VMT) to determine if this project would require a
VMT analysis. The proposed project is not located in a Transit Priority Area (TPA), does not pass
Low VMT Area Screening and is not classified as a low project type; so it would not meet Screening
Criteria 1, 2 and 3 as listed in the City’s TIA guidelines. Therefore, the project’s impact on VMT
were not considered to be less than significant and an analysis of VMT was completed.
The year 2022 project VMT per service population obtained was 21.1, which is 40.66 percent
below the City’s threshold of 35.6. The Cumulative project VMT per service population obtained
was 22.8, which is 35.88 percent below the City’s threshold of 35.6.
The project’s effect on VMT would also not be considered significant as both the baseline and
Cumulative link level boundary VMT per service population are reduced with the implementation
of the project. As a result, the project would have a less than significant impact on VMT.
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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 for vehicle miles
traveled and level of service assessment.
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. 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 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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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 lane geometry for the study area intersections is shown in Figure
4 – Project Study Area Lane Geometry. 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 Mission Trail and Project Driveway 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 were factored from the approved 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 Rate
AM PM
2019 Count Plus
Ambient Growth Rate 2022 Count 2019 Count Plus
Ambient Growth Rate 2022 Count
Volumes 5527 3501 5684 5030
Difference in
Percentage 37% 12%
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Figure 3: Project Study Area
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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 report, 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 1 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
2.
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
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“E” or LOS “F” will be considered deficient. An addition of Project traffic that degrades operations
from LOS 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. The study area intersections as well as their lane geometry are shown
on Figure 4 – Project Study Area Lane Geometry. Although both project driveways are unbuilt in
the existing baseline conditions, it is to be noted that Figure 4 – Project Study Area Lane Geometry
also shows the lane geometry of the proposed project driveways for the purposes of reference.
The proposed project driveway 1 is full access while the project driveway 2 is exit only. The lane
geometry on Lemon Street is based on the approved TIA2 which assumes project opening year as
2021.
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
2 Lake Elsinore Mission Trails/Corydon C-Store Traffic Impact Analysis (Red Corydon, LLC, January 20, 2020)
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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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.
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 from approved Lake Elsinore
TIA traffic counts 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, all study intersections operate at satisfactory LOS D
or better during the AM and PM peak hours except the intersection of Orange Street and Bundy
Canyon Road which operates at unsatisfactory LOS E during the PM peak hour in the Existing
Conditions.
Table 5. Existing 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 - - - - D
2. Mission Trail and Lemon St City of Lake Elsinore/City of Wildomar Signal 7.0 A 7.0 A D
3. Mission Trail and Corydon Rd City of Lake Elsinore/City of Wildomar Signal 17.0 B 16.0 B D
4. Mission Trail and Bundy Canyon Rd City of Wildomar Signal 14.2 B 20.9 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 24.9 C 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 4: Project Study Area Lane Geometry
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Figure 5: Existing AM Peak Hour Traffic Volumes
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Figure 6: 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 project provides one full access gated entry from Mission
Trail to the project site and an exit only driveway on Lemon Street west of Mission Trail. Mission
Trail along the project site will be widened to be three lanes and a Class II on-Street bicycle lane
will be added.
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 7 – Project Trip Distribution. The project AM and PM
trip assignment is shown in Figure 8 – Project AM Peak Hour Trip Assignment and Figure 9 – 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.
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 1801 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 7: Project Trip Distribution
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Figure 8: Project AM Peak Hour Trip Assignment
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Figure 9: 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 10 – Project Completion Conditions
AM Peak Hour Traffic Volumes and Figure 11 – Project Completion Conditions PM Peak Hour Traffic
Volumes.
The Project Completion Conditions levels of service (LOS) at the eight existing 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. As shown in Table 7, all study intersections operate at
satisfactory LOS D or better during the AM and PM peak hours in the Project Completion Conditions
except the intersections of Mission Trail and Project Driveway, and Orange St and Bundy Canyon
Road, which operate at unsatisfactory LOS E during the PM peak hour. Recommended improvements
for unsatisfactory LOS operations are discussed in the Section 6 - Recommended Improvements.
Table 7. Project Completion 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 27.0 D 40.8 E D
2. Mission Trail and Lemon St City of Lake Elsinore/City of Wildomar Signal 7.7 A 7.7 A D
3. Mission Trail and Corydon Rd City of Lake Elsinore/City of Wildomar Signal 16.9 B 15.7 B D
4. Mission Trail and Bundy Canyon Rd City of Wildomar Signal 16.0 B 21.7 C D
5. Almond St and Bundy Canyon Rd City of Wildomar AWSC 11.7 B 14.2 B D
6. Orange St and Bundy Canyon Rd City of Wildomar Signal 33.7 C 62.8 E D
7. I-15 SB Ramps and Bundy Canyon Rd Caltrans Signal 20.8 C 23.7 C D
8. I-15 NB Ramps and Bundy Canyon Rd Caltrans Signal 17.3 B 19.4 B 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 10: Project Completion Conditions AM Peak Hour Traffic Volumes
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Figure 11: 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 12 –
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 13 – Cumulative Projects
AM Peak Hour Trip Assignment and Figure 14 – Cumulative Projects PM Peak Hour Trip Assignment.
The Cumulative traffic volumes are illustrated in Figure 15 – Cumulative AM Peak Hour Traffic
Volumes and Figure 16 – Cumulative PM Peak Hour Traffic Volumes.
The Cumulative levels of service (LOS) at the eight existing study area intersections were determined
using the HCM methodology, described previously in Section 2.3 - Methodology. As shown in Table
9, all intersections operate at satisfactory LOS D or better during both the AM and PM peak hours
in the Cumulative condition except the intersections of Mission Trail and Project Driveway, Orange
Street and Bundy Canyon Road, and I-15 Southbound Ramps and Bundy Canyon Road. The
intersection of Mission Trail and Project Driveway operates at unsatisfactory LOS F during the AM
peak and PM peak hours in the Cumulative Conditions. The intersection of Orange Street and Bundy
Canyon Road operates at an unsatisfactory LOS F during the PM peak hour in the Cumulative
Conditions. The intersection of I-15 Southbound Ramps and Bundy Canyon Road operates at
unsatisfactory LOS E during the AM peak hour and LOS F during the PM peak hour in the Cumulative
Conditions. Recommended improvements for unsatisfactory LOS operations are discussed in the
Section 6 - Recommended Improvements.
Mission Trail Residential Development
Traffic Impact Analysis
22
Figure 12: Location of Cumulative Projects
Mission Trail Residential Development
Traffic Impact Analysis
23
Table 8. Cumulative Projects Trip Generation
Mission Trail Residential Development
Traffic Impact Analysis
24
Mission Trail Residential Development
Traffic Impact Analysis
25
Figure 13: Cumulative Projects AM Peak Hour Trip Assignment
Mission Trail Residential Development
Traffic Impact Analysis
26
Figure 14: Cumulative Projects PM Peak Hour Trip Assignment
Mission Trail Residential Development
Traffic Impact Analysis
27
Figure 15: Cumulative AM Peak Hour Traffic Volumes
Mission Trail Residential Development
Traffic Impact Analysis
28
Figure 16: Cumulative PM Peak Hour Traffic Volumes
Mission Trail Residential Development
Traffic Impact Analysis
29
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 50.8 F 10000.0 F D
2. Mission Trail and Lemon St City of Lake Elsinore/City of Wildomar Signal 13.3 B 16.2 B D
3. Mission Trail and Corydon Rd City of Lake Elsinore/City of Wildomar Signal 19.8 B 13.1 B D
4. Mission Trail and Bundy Canyon Rd City of Wildomar Signal 15.7 B 24.1 C D
5. Almond St and Bundy Canyon Rd City of Wildomar AWSC 13.5 B 20.9 C D
6. Orange St and Bundy Canyon Rd City of Wildomar Signal 38.8 D 59.7 E D
7. I-15 SB Ramps and Bundy Canyon Rd Caltrans Signal 56.0 E 123.8 F D
8. I-15 NB Ramps and Bundy Canyon Rd Caltrans Signal 23.2 C 41.8 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
30
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 Conditions scenario, the intersections of
Mission Trail and Project Driveway and Orange Street and Bundy Canyon Road operate at
unsatisfactory LOS E during the PM peak pours. It is recommended that the unsignalized intersection
of Mission Trail and Project Driveway be changed from a two-way stop control to a signalized
intersection. After the installation of the recommended improvement, the intersection of Mission Trail
and Project Driveway would operate at satisfactory LOS A during the PM peak hours.
The previously completed East Lake Specific Plan (ELSP) TIA (March 22, 2017) was referenced for
recommended improvements at the intersection of Orange Street and Bundy Canyon Road. As per
the ESLP TIA Section 9.3.23, it is recommended that the southbound approach be widened and/or
restriped to provide an exclusive left-turn lane and a shared through-right-turn lane. After the
installation of the recommended improvements, the intersection of Orange Street and Bundy Canyon
Road would operate at satisfactory LOS B during the PM peak hours.
Both intersections would operate at satisfactory LOS D or better during the PM peak hours after
the installation of the recommended improvements. Table 10 shows the LOS during AM and PM
peak hours with recommended improvements.
6.2 Recommendation for Cumulative Conditions Improvements
As shown in Table 9 previously under Cumulative scenario, the intersection of Mission Trail and
Project Driveway operates at unsatisfactory LOS F during both the AM peak and PM peak hours.
The intersection of Orange Street and Bundy Canyon Road operates at unsatisfactory LOS E during
the PM peak hour. The intersection of I-15 SB Ramps and Bundy Canyon Road operates at
unsatisfactory LOS E during the AM peak hour and at unsatisfactory LOS F during the PM peak
hour. As discussed above, it is recommended that the unsignalized intersection of Mission Trail and
Project Driveway be changed from a two-way stop control to a signalized intersection. After the
installation of the recommended improvement, the intersection of Mission Trail and Project Driveway
would operate at satisfactory LOS A during both AM and PM peak hours.
The previously completed ELSP TIA was referenced for recommended improvements at the
intersection of Orange Street and Bundy Canyon Road, and the intersection I-15 SB Ramps and
Bundy Canyon Road. As per the ESLP TIA 9.3.23, it is recommended that for the intersection of
Orange Street and Bundy Canyon Road, the southbound approach be widened and/or restriped
to provide an exclusive left-turn lane and a shared through-right-turn lane. For the intersection I-15
SB Ramps and Bundy Canyon Road it is recommended as per the ESLP TIA that the southbound
approach be widened and/or restriped to provide an exclusive right-turn lane and the eastbound
approach on Bundy Canyon Road be widened and/or restriped to provide a second through land
3 ESLP TIA Section 9.3.2 - Recommended Improvements: Year 2022 with East Lake Specific Plan Project Phase I Traffic Conditions
Mission Trail Residential Development
Traffic Impact Analysis
31
an exclusive right-turn lane. After the installation of the recommended improvements, the intersection
of Orange Street and Bundy Canyon Road would operate at satisfactory LOS B during the PM
peak hour. After the installation of the recommended improvements, the intersection of I-15 SB
Ramps and Bundy Canyon Road would continue to operate at LOS F during the PM peak hours. It
is to be noted that although the intersection of I-15 SB Ramps and Bundy Canyon Road would
continue to operate at LOS F during the PM peak hours with the recommended improvements, the
improvements would result in better-than existing intersection operations.
The City of Lake Elsinore General Plan (CLEGP) EIR (December 2011) was also referenced for
recommended improvements particularly for the intersection of I-15 SB Ramps and Bundy Canyon
Road as the application of recommended improvements as per ELSP TIA would still result in the
intersection operating at LOS F during PM peak hours. As per the CLEGP EIR 4, it is recommended
that the southbound approach be widened/restriped to provide two exclusive left-turn-lanes. It is
also recommended that the eastbound approach on Bundy Canyon Road be widened and/or
restriped to provide three through lanes and an exclusive right-turn lane. The westbound approach
on Bundy Canyon Road would require widening and/or restriping to provide three through lanes
and two exclusive left-turn lanes. After the installation of the recommended improvements, the
intersection of I-15 SB Ramps and Bundy Canyon Road would operate at a satisfactory LOS B
during both the AM peak and PM peak hours. It is recommended that the improvements as per the
CLEGP EIR be followed for better intersection operations as compared to the improvements stated
in the ELSP TIA.
A third alternative was considered for the intersection of I-15 SB Ramps and Bundy Canyon Road.
It is recommended that the southbound approach to be widened and/or restriped to provide an
exclusive left-turn lane and a shared left-through-right lane, and the eastbound approach on Bundy
Canyon Road be widened and/or restriped to provide a second through lane and an exclusive
right-turn lane. After the installation of the recommended improvements, the intersection of I-15 SB
Ramps and Bundy Canyon Road would operate at satisfactory LOS C during the AM peak hours
and at satisfactory LOS D during the PM peak hours. Table 11 shows the LOS during AM and PM
peak hours with recommended improvements for these intersections.
6.3 Fair Share Contributions
The project would be responsible for paying fair share contribution for the recommended
intersection improvements. The calculation of fair share contribution follows the City’s TIA guidelines.
As shown in Table 12, the project fair share contribution is 15% for the intersection of Mission Trail
and Project Driveway, 31% for the intersection of Orange Street and Bundy Canyon Road, 14%
for the intersection of I-15 SB Ramps and Bundy Canyon Road.
4 City of Lake Elsinore General Plan Traffic Study – Executive Summary: Exhibit ES-C
Mission Trail Residential Development
Traffic Impact Analysis
32
Table 10. Recommended Improvements on Project Completion AM and PM Peak Hour Levels of Service
AM Delay PM Delay
Delay1 LOS2 Delay1 LOS2 Delay1 LOS2 Delay1 LOS2 Difference Difference Delay1 LOS2 Delay1 LOS2
1.
Mission Trail and Project
Dwy
Jurisdiction: City of Lake
Elsinore/City of
Wildomar
Traffic Control: TWSC
- - - - 27.0 D 40.8 E 27.0 40.8 D Yes Signal - - 2.9 A No
6.
Orange St and Bundy
Canyon Rd
Jurisdiction: City of
Wildomar
Traffic Control: Signal
24.9 C 60.6 E 33.7 C 62.8 E 8.8 2.2 D Yes
As Per ELSP TIA3: Widen
and/or restripe the southbound
approach to provide an
exclusive left-turn lane and a
shared through-right-turn lane.
- - 19.1 B No
=Unsatisfactory Level of Service
TWSC = Two-Way Stop Control
Impact Recommended Improvements
Project Completion IMP
ImpactAM Peak PM Peak AM Peak PM Peak AM Peak PM Peak
Threshold
of
Significance
3 Recommeded improvement is based on East Lake Specific Plan Amendment No.11 (March 22, 2017).
Intersection
Existing Project Completion
AWSC = All-Way Stop Control
1 Delay in Seconds
2 Level of Service
Mission Trail Residential Development
Traffic Impact Analysis
33
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
1.
Mission Trail and Project Dwy
Jurisdiction: City of Lake Elsinore/City
of Wildomar
Traffic Control: TWSC
- - - - 50.8 F 10000.0 F D Yes Signal 3.7 A 4.0 A No
6.
Orange St and Bundy Canyon Rd
Jurisdiction: City of Wildomar
Traffic Control: Signal
24.9 C 60.6 E 38.8 D 59.7 E D Yes
As Per ELSP TIA3: Widen and/or restripe the
southbound approach to provide an exclusive left-
turn lane and a shared through-right-turn lane.
- - 18.6 B No
As Per ELSP TIA3: Widen and/or restripe the
southbound approach to provide an exclusive right-
turn lane. Widen and/or restripe the eastbound
approach on Bundy Canyon Rd to provide a second
through lane and an exclusive right-turn lane.
43.1 D 94.5 F Yes
As Per CLEGP TIA4:Widen and/or restripe the
southbound approach to provide two exclusive left-
turn lane. Widen and/or restripe the eastbound
approach on Bundy Canyon Rd to provide three
through lane and an exclusive right-turn lane. Widen
and/or restripe the westbound approach on Bundy
Canyon Rd to provide three through lane and two
exclusive left-turn lane.
16.5 B 18.3 B No
Additional Recommendation: Widen and/or restripe
the southbound approach to provide an exclusive left-
turn lane and a shared left-through-right lane. Widen
and/or restripe the eastbound approach on Bundy
Canyon Rd to provide a second through lane and an
exclusive right-turn lane.
29.0 C 45.1 D No
=Unsatisfactory Level of Service
TWSC = Two-Way Stop Control
4 Recommeded improvement is based on City of Lake Elsinore General Plan Update, Annotated Recirculated Draft EIR (December, 2011).
ImpactAM Peak PM Peak AM Peak PM Peak AM Peak
Existing Cumulative
PM Peak
Cumulative IMP
Recommended Improvements
Yes7.
I-15 SB Ramps and Bundy Canyon Rd
Jurisdiction: Caltrans
Traffic Control: Signal
18.9 B 21.0 DC 56.0
Threshold
of
Significance
Impact
AWSC = All-Way Stop Control
1 Delay in Seconds
2 Level of Service
3 Recommeded improvement is based on East Lake Specific Plan Amendment No.11 (March 22, 2017).
Intersection
E 123.8 F
Mission Trail Residential Development
Traffic Impact Analysis
34
Table 12. Project Fair Share Contribution
6.4 Recommendations for Project Driveways on Mission Trail and Lemon Street
As shown in Table 12, the Project would be required to contribute 15% fair share for signal
installation at the intersection of Mission Trail and Project Driveway. Additionally, it is recommended
that the project restripe the existing northbound through lane on Mission Trail to shared northbound
left-through lane. The length of the project driveway at the intersection is approximately 125 feet
as per the site plan. The observed queueing is less than 75 feet in all scenarios with the installation
of the traffic signal and hence the available storage length on the project driveway is sufficient to
accommodate project trips out of the project site in all future scenarios. No queueing deficiencies
are expected at the intersection.
As per the project site plan and the site plan provided in previous approved TIA 5 for the
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 intersection is configured as
follows:
Modify traffic signal to include the future west leg
Construct one shared eastbound (EB) left/through lane and one EB right turn lane
Provide a dedicated northbound (NB) left turn lane
The lane geometry of intersection Mission Trail and Lemon Street is shown in Figure 4.
5 Lake Elsinore Mission Trails/Corydon C-Store Traffic Impact Analysis (Red Corydon, LLC, January 20, 2020)
Project
Trips
Future
Development
Trips
Fair
Share
Project
Trips
Future
Development
Trips
Fair
Share
1. Mission Trail and Project Dwy 110 750 15%164 1350 12%
6. Orange St and Bundy Canyon Rd 83 269 31%116 415 28%
7. I-15 SB Ramps and Bundy Canyon Rd 83 606 14%116 1037 11%
AM Peak PM Peak
Intersection
Fair 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)
Mission Trail Residential Development
Traffic Impact Analysis
35
7 VEHICLE MILES TRAVELLED (VMT) SCREENING ANALYSIS
Senate Bill (SB) 743 was signed by Governor Brown in 2013 and required the Governor’s Office
of Planning and Research (OPR) to amend the CEQA Guidelines to provide an alternative to LOS
for evaluating Transportation impacts, aiming to promote the reduction of greenhouse gas emissions,
the development of multimodal transportation networks and a diversity of land uses. In response,
Section 15064.3 - Determining the Significance of Transportation Impacts, was added to the CEQA
Guidelines which states that VMT is the most appropriate measure of transportation impacts and
shall apply statewide beginning on July 1, 2020.
City of Lake Elsinore VMT Screening Criteria:
Section 5.1 of the City’s TIA Preparation Guide provides VMT screening thresholds to identify
projects that would be considered to have a less-than significant impact on VMT and therefore
could be screened out from further analysis. If a project meets one of the following criteria, then
the VMT impact of the project would be considered less-than significant and no further analysis of
VMT would be required:
1. The project is located within a Transit Priority Area (TPA).
2. The project is in a low VMT-generating area.
3. The project type has been identified as low project type.
The applicability of each criterion to the project is discussed below:
Screening Criteria 1 - Transit Priority Area Screening: According to the City’s guidelines, projects
located in a TPA may be presumed to have a less than significant impact. The project is not located
in a TPA, therefore the project would not satisfy the requirements of Screening Criteria 1 – TPA
screening.
Screening Criteria 2 - Low VMT Area Screening: The City’s TIA preparation guide includes a
screening threshold for projects located in a low VMT generating area. Low VMT generating area
is defined as traffic analysis zones (TAZs) with a total daily VMT/Service Population (employment
plus population) that is less than the baseline level for the city. The project’s site was evaluated
using the WRCOG VMT Tool. As shown in Figure 17, the City wide VMT/Service Population is 33.6
and the VMT/Service Population for the project zone (TAZ 1042) is 55.1. The VMT/Service
Population of the project zone is 63.97% above the jurisdiction VMT. Therefore, the project would
not meet Screening Criteria 2 – Low-VMT Area Screening.
Screening Criteria 3 - Low Project Type: According to the City’s TIA preparation guide, projects
which propose local serving retail (retail projects less than 50,000 square feet) or other local serving
uses would have a less than significant impact on VMT. The types of projects considered local serving
include supermarkets, hair/nail salon, walk-in medical clinics/urgent care, K-12 schools, day care
centers, and community institutions such as libraries, fire stations, etc. The project does not propose
a local serving land use and therefore would not satisfy the requirements of screening criteria 3.
The proposed project is not located in a TPA, does not pass Low VMT Area Screening and is not
classified as a low project type; so it would not meet Screening Criteria 1, 2 and 3. Therefore, the
Mission Trail Residential Development
Traffic Impact Analysis
36
project’s impact on VMT would not be considered less than significant and an analysis of VMT would
be required.
City of Lake Elsinore VMT Analysis Methodology:
A VMT analysis was prepared using the City’s guidelines for VMT analysis. The analysis was
prepared by EPD using the Riverside County Model (RIVCOM) hereafter referred to as “Model”.
The project is located within in Traffic Analysis Zone 1042, referred to as “Zone” hereafter. The
potential population generated by the project was calculated using a population of 3.27 per
household as noted in the City of Lake Elsinore General Plan, Section 3.13 – Population and Housing,
December 2011. Based on this data, the proposed project would have a population of 625 persons
(191 single family dwelling units X 3.27 persons per household). The project population and
households were entered into the project Zone in both the 2018 and 2045 models.
It should be noted that the socioeconomic data (SED) in the RIVCOM model is based on demographic
and economic data derived for the 2012 SCAG model with applied growth from the WRCOG
GIS-based growth model. Since the time that the SED for Zone 1042 was developed, additional
residential units have been constructed in the project zone. The RIVCOM 2018 SED included 0
households, so no households were coded into Zone 1042 in the 2018 condition. The 2045 Zone
SED included 3 households. The 2045 with-project condition was modeled by adding the proposed
191 units to the 3 households included in the 2045 model. In addition to the SED, EPD updated the
model network to represent access more realistically to Zone 1042. The Project was connected to
the RIVCOM network to have access to the Project site.
The model includes validated scenarios for 2018 and 2045. These scenarios have been validated
using existing 2018 traffic counts. Data for years between 2018 and 2045 can be extrapolated
using linear interpolation between the 2018 and 2045 model output. The model was run for the
base year (2018) and future year (2045) without and with-project conditions (i.e. four full model
runs). VMT was then evaluated using the Origin-Destination (OD) matrices as required by the City’s
guidelines. The OD matrices do not include trip purpose, but are broken down by vehicle type (i.e.
passenger vehicles, light heavy-duty trucks, heavy heavy-duty trucks).
As noted under the discussion of thresholds, the City threshold is based on the OD data. To determine
VMT, the OD trips were multiplied by the trip lengths to determine the VMT. The OD VMT is divided
by the service population (employment plus population) to determine the OD VMT per service
population.
VMT Impact Thresholds:
A project would result in a significant project generated VMT impact if either of the following
conditions are satisfied:
1. The baseline (2022) project generated VMT per service population exceeds the City’s
baseline VMT per service population, calculated as of 35.6 VMT per service population, or
2. The cumulative project generated VMT per service population exceeds the City’s baseline
VMT per service population, calculated as 35.6 VMT per service population.
Mission Trail Residential Development
Traffic Impact Analysis
37
The project’s effect on VMT would be considered significant if it resulted in either of the following
conditions:
1. The baseline link-level boundary VMT per service population (City boundary) increases
under the plus project condition compared to the no project condition, or
2. The cumulative link-level boundary VMT per service population (City boundary) increases
under the plus project condition compared to the no project condition.
Project VMT Evaluation:
The VMT analysis results are shown in Tables 13 and 14. As shown in Table 13, the project would
have a less than significant impact on VMT in the baseline and cumulative conditions. The year 2022
project VMT per service population would be 21.1, which is 40.66 percent below the City’s
threshold of 35.6. The Cumulative project VMT per service population would be 22.8, which is 35.88
percent below the City’s threshold of 35.6.
The project’s effect on VMT would not be considered significant as both the baseline and Cumulative
link level boundary VMT per service population are reduced with the implementation of the project.
The project effect on VMT is shown in Table 14.
In summary, because the baseline and cumulative VMT per service population is below the City’s
threshold of 35.6 and the project would result in a lower link-level VMT both in baseline and
cumulative when measured within the City boundary, the project would have a less than significant
impact on VMT.
Mission Trail Residential Development
Traffic Impact Analysis
38
Figure 17: WRCOG VMT Tool Screening
Mission Trail Residential Development
Traffic Impact Analysis
39
Table 13. VMT Analysis of Project Impact
Table 14. Project Effect on VMT
2018 2045 2022
Project Zone VMT 17126 23216 18028
TAZ 1042 Population 625 634 626
TAZ 1042 Employment 200 383 227
TAZ 1042 Service Population 825 1017 853
Project VMT/SP 20.8 22.8 21.1
Baseline Threshold1
Baseline Proj
VMT/SP
%
Above/Below
Threshold
Baseline VMT
Impact?
Cumulative Threshold1
Cumulative
Proj VMT/SP
%
Above/Below
Threshold
Cumulative
VMT Impact?
1The Baseline and Cumulative Thresholds of 35.6 VMT per service population are based on the
City of Lake Elsinore Baseline (2022) VMT per service population, which is reflected in the
WRCOG VMT Tool.
35.6 -40.66%
35.6 -35.88% No
No21.1
22.8
Without Project With Project VMT Impact?
2018 Citywide Roadway VMT 1340619 1340604 No
2045 Citywide Roadway VMT 1911371 1911095 No
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
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
G
R
A
N
D
A
V
E
G
R
A
N
D
A
V
E
P
A
L
OM
A
R
S
T
WILDOMAR TRL »CORYDON RDL
A
K
E
S
H
O
R
E
D
R
»
C
O
L
L
I
E
R
A
V
E
LI
N
C
O
L
N
LAKE
S
H
O
R
E
D
R
C
A
N
Y
O
N
E
S
T
A
T
E
S
D
R
CHANEY
SPRING »MAIN »« KELLOGG ST« LINDSAYPO
T
T
E
R
Y
HE
A
L
D
»
«GR
A
H
A
M
«LI
M
I
T
E
D
SUMMERHILL DRMISSION TRMACHADO STRIVERSIDE DR«ViscayaG
R
A
P
E
S
T
MALAGA
R
D
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
«
C
l
o
c
k
w
i
s
e
|
C
o
u
n
t
e
r
-
c
l
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c
k
w
i
s
e
»« Clockwise | Counter-clockwise »15
15
3
4
5
6
7
9
8
1
10
2 74
PALOMAR
& WILDOMAR
8•23
LAKE ELSINORE
OUTLET CENTER
8•9 WALMART AT
CENTRAL & CAMBERN
8•9
CENTRAL AVE3RD STC
AM
B
E
RN
A
V
E
D
E
X
T
E
R
A
V
E
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
8/19/20221EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Intersection Analysis Summary
8/19/2022Report File: C:\...\Existing AM.pdf
Scenario 1 Existing AMVistro File: C:\...\Mission Trails.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
C24.90.533EB LeftHCM 7th
EditionSignalizedOrange St/Bundy Canyon rd6
B10.80.354EB LeftHCM 7th
EditionAll-way stopAlmond St/Bundy Canyon Rd5
B14.20.252SB LeftHCM 7th
EditionSignalizedMission Trail/Bundy Canyon
Rd4
B17.00.456NB LeftHCM 7th
EditionSignalizedMission Trail/Corydon Rd3
A7.00.361SB 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
8/19/20222EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
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]
000000No. 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]
0008389350Total Analysis Volume [veh/h]
0002102340Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00000.87090.87090.78260.7826Peak Hour Factor
0007307320Total Hourly 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
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
8/19/20223EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
AIntersection LOS
0.00d_I, Intersection Delay [s/veh]
CAAApproach LOS
19.960.000.00d_A, Approach Delay [s/veh]
0.000.000.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
BDAAAAMovement LOS
11.1828.750.000.000.009.54d_M, Delay for Movement [s/veh]
0.000.000.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
8/19/20224EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.361Volume to Capacity (v/c):
ALevel Of Service:
7.0Delay (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
100.00100.00100.00100.00100.00100.00100.00100.00140.00125.00100.00100.00Entry Pocket Length [ft]
000000001100No. 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
8/19/20225EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
38087000078159898890Total Analysis Volume [veh/h]
10022000019515222220Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.71000.71000.71001.00001.00001.00000.87090.87090.87090.78260.78260.7826Peak Hour Factor
27062000068051706960Total Hourly Volume [veh/h]
9000000002300Right 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
36062000068051936960Base Volume Input [veh/h]
Lemon StLemon StMission TrailMission TrailName
Volumes
8/19/20226EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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]
01000100070070Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
01100110049330160Split [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
8/19/20227EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
75.090.0011.3911.3935.6412.7878.0983.1695th-Percentile Queue Length [ft/ln]
3.000.000.460.461.430.513.123.3395th-Percentile Queue Length [veh/ln]
41.720.006.336.3319.807.1043.3946.2050th-Percentile Queue Length [ft/ln]
1.670.000.250.250.790.281.741.8550th-Percentile Queue Length [veh/ln]
YesNoNoNoYesNoNoYesCritical Lane Group
CAAACAAALane Group LOS
27.430.002.582.5828.664.736.856.62d, Delay for Lane Group [s/veh]
0.480.000.270.270.430.090.400.38X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.330.000.470.472.180.181.130.90d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.110.500.500.50k, delay calibration
26.090.002.102.1026.484.555.725.72d1, Uniform Delay [s]
2631891429142913698810581222c, Capacity [veh/h]
15751264187018701781158917021870s, saturation flow rate [veh/h]
0.080.000.210.210.030.060.250.25(v / s)_i Volume / Saturation Flow Rate
0.100.100.760.760.070.620.620.62g / C, Green / Cycle
6646464373737g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
2.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
6060606060606060C, Cycle Length [s]
CCCCLRCCLane Group
Lane Group Calculations
8/19/20228EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]6.62 6.73 4.73 28.66 2.58 2.58 0.00 0.00 0.00 27.43 27.43 27.43
Movement LOS A A A C A A A A A C C C
d_A, Approach Delay [s/veh]6.55 4.41 0.00 27.43
Approach LOS A A A C
d_I, Intersection Delay [s/veh]6.97
Intersection LOS A
Intersection V/C 0.361
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 Intersection 0.000 0.000 1.696 1.907
Crosswalk LOS F F A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]400 1500 233 233
d_b, Bicycle Delay [s]19.20 1.88 23.41 23.41
I_b,int, Bicycle LOS Score for Intersection 2.385 2.253 1.560 1.781
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
8/19/20229EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.456Volume to Capacity (v/c):
BLevel Of Service:
17.0Delay (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]
0.00350.000.00120.000.000.00Exit Pocket Length [ft]
010100No. of Lanes in Exit Pocket
280.00310.00125.00100.00100.00200.00Entry Pocket Length [ft]
111001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
8/19/202210EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202211EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202212EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
45.71187.7846.5079.2029.17212.5795th-Percentile Queue Length [ft/ln]
1.837.511.863.171.178.5095th-Percentile Queue Length [veh/ln]
25.40104.3225.8344.0016.20122.0050th-Percentile Queue Length [ft/ln]
1.024.171.031.760.654.8850th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
BCABADLane Group LOS
13.4730.504.4212.374.0036.48d, Delay for Lane Group [s/veh]
0.180.770.280.250.170.86X, 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]
0.071.870.600.350.156.62d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.11k, delay calibration
13.4028.633.8112.023.8529.86d1, Uniform Delay [s]
1199670113616642491319c, Capacity [veh/h]
281334591589356035601781s, saturation flow rate [veh/h]
0.080.150.200.110.120.15(v / s)_i Volume / Saturation Flow Rate
0.430.190.710.470.700.18g / C, Green / Cycle
321454355313g_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
8/19/202213EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.48 4.00 12.37 4.42 30.50 13.47
Movement LOS D A B A C B
d_A, Approach Delay [s/veh]16.65 8.91 25.40
Approach LOS B A C
d_I, Intersection Delay [s/veh]17.04
Intersection LOS B
Intersection V/C 0.456
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 Intersection 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
8/19/202214EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.252Volume to Capacity (v/c):
BLevel Of Service:
14.2Delay (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
8/19/202215EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202216EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
0.00.02.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.00.02.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
00211010001000140Pedestrian Clearance [s]
005550050050Walk [s]
0.00.03.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
0030303000241202311Split [s]
0.00.01.01.01.00.00.01.01.00.01.01.0All red [s]
0.00.03.03.03.00.00.03.03.00.03.03.0Amber [s]
0030303000303003030Maximum Green [s]
007770077077Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
007880025061Signal 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
8/19/202217EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
48.612.627.647.6499.2336.2837.170.0095th-Percentile Queue Length [ft/ln]
1.940.100.310.313.971.451.490.0095th-Percentile Queue Length [veh/ln]
27.001.454.254.2555.1320.1620.650.0050th-Percentile Queue Length [ft/ln]
1.080.060.170.172.210.810.830.0050th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoNoCritical Lane Group
CCAACAAALane Group LOS
30.4527.632.552.5530.755.685.640.00d, Delay for Lane Group [s/veh]
0.390.020.090.090.760.180.180.00X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.370.040.120.122.940.360.340.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.110.500.500.11k, delay calibration
29.0727.592.432.4327.825.325.300.00d1, Uniform Delay [s]
18320413751375404110111581c, Capacity [veh/h]
14121870187018703459177918701781s, saturation flow rate [veh/h]
0.050.000.060.060.090.110.110.00(v / s)_i Volume / Saturation Flow Rate
0.080.080.740.740.120.620.620.00g / C, Green / Cycle
554848840400g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
2.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
6565656565656565C, Cycle Length [s]
LCCCLCCLLane Group
Lane Group Calculations
8/19/202218EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 5.66 5.68 30.75 2.55 2.55 27.63 27.63 27.63 30.45 0.00 0.00
Movement LOS A A A C A A C C C C
d_A, Approach Delay [s/veh]5.66 18.45 27.63 30.45
Approach LOS A B C C
d_I, Intersection Delay [s/veh]14.24
Intersection LOS B
Intersection V/C 0.252
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 Intersection 0.000 2.680 0.000 2.264
Crosswalk LOS F B F B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]585 615 800 800
d_b, Bicycle Delay [s]16.28 15.58 11.70 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
------------8-21Ring 1
Sequence
8/19/202219EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202220EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202221EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.533Volume to Capacity (v/c):
CLevel Of Service:
24.9Delay (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
8/19/202222EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202223EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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]
0140014002100170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
025210242003000300Split [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
047083020060Signal 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
75Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
8/19/202224EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
158.83165.21163.52226.49227.7820.132.82144.87104.9022.5895th-Percentile Queue Length [ft/ln]
6.356.616.549.069.110.810.115.794.200.9095th-Percentile Queue Length [veh/ln]
88.2491.7890.84132.20133.1611.181.5780.4858.2812.5450th-Percentile Queue Length [ft/ln]
3.533.673.635.295.330.450.063.222.330.5050th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
CCDCCDABBALane Group LOS
22.3822.3338.0333.1933.1138.369.2416.3711.869.61d, Delay for Lane Group [s/veh]
0.490.490.810.820.820.350.010.440.310.06X, 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]
0.690.666.454.464.393.090.022.291.000.12d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.500.50k, delay calibration
21.6821.6731.5728.7328.7235.279.2214.0810.879.49d1, Uniform Delay [s]
53255623937037466804610804994c, Capacity [veh/h]
1790187017811852187017811589102715891868s, saturation flow rate [veh/h]
0.140.140.110.160.160.010.010.260.160.03(v / s)_i Volume / Saturation Flow Rate
0.300.300.130.200.200.040.510.510.510.51g / C, Green / Cycle
2222101515338383838g_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]
75757575757575757575C, Cycle Length [s]
CCLCCLRCRCLane Group
Lane Group Calculations
8/19/202225EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]9.61 9.61 11.86 16.37 16.37 9.24 38.36 33.15 33.19 38.03 22.35 22.38
Movement LOS A A B B B A D C C D C C
d_A, Approach Delay [s/veh]11.41 16.16 33.34 26.56
Approach LOS B B C C
d_I, Intersection Delay [s/veh]24.86
Intersection LOS C
Intersection V/C 0.533
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]29.07 29.07 29.07 29.07
I_p,int, Pedestrian LOS Score for Intersection 2.392 2.256 2.590 3.154
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]693 693 533 560
d_b, Bicycle Delay [s]16.03 16.03 20.19 19.46
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
------------876-Ring 2
------------432-Ring 1
Sequence
8/19/202226EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202227EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202228EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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]
0700300100000Pedestrian 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
8/19/202229EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202230EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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 Intersection 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
8/19/202231EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202232EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202233EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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]
0300700000100Pedestrian 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
8/19/202234EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202235EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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 Intersection 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
8/19/202236EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Turning Movement Volume: Summary
8/19/2022Report File: C:\...\Existing AM.pdf
Scenario 1 Existing AMVistro File: C:\...\Mission Trails.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
0
Thru
62
Left
Westbound
0
Right
0
Thru
0
Left
Eastbound
0
Right
680
Thru
51
Left
Southbound
93
Right
696
Thru
0
Left
Northbound
Mission Trail/Lemon St2
Intersection NameID
1462
Total
Volume
0
Right
0
Left
Eastbound
0
Right
730
Thru
Southbound
732
Thru
0
Left
Northbound
Mission Trail/Project Dwy1
Intersection NameID
8/19/202237EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202238EPD Solutions Inc
Existing AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/20221EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Intersection Analysis Summary
8/19/2022Report File: C:\...\Existing PM.pdf
Scenario 2 Existing PMVistro File: C:\...\Mission Trails.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
C20.90.414SB LeftHCM 7th
EditionSignalizedMission Trail/Bundy Canyon
Rd4
B16.00.458NB LeftHCM 7th
EditionSignalizedMission Trail/Corydon Rd3
A7.00.371SB 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
8/19/20222EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
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]
000000No. 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]
0008699830Total Analysis Volume [veh/h]
0002172460Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00000.87500.87500.96750.9675Peak Hour Factor
0007609510Total Hourly 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
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
8/19/20223EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
AIntersection LOS
0.00d_I, Intersection Delay [s/veh]
CAAApproach LOS
21.070.000.00d_A, Approach Delay [s/veh]
0.000.000.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
BDAAAAMovement LOS
11.3230.810.000.000.009.67d_M, Delay for Movement [s/veh]
0.000.000.000.010.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
8/19/20224EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.371Volume to Capacity (v/c):
ALevel Of Service:
7.0Delay (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
100.00100.00100.00100.00100.00100.00100.00100.00140.00125.00100.00100.00Entry Pocket Length [ft]
000000001100No. 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
8/19/20225EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
48071000080862759340Total Analysis Volume [veh/h]
12018000020215192340Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.73330.73330.73331.00001.00001.00000.87500.87500.87500.96750.96750.9675Peak Hour Factor
35052000070754739040Total Hourly Volume [veh/h]
12000000002400Right 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
47052000070754979040Base Volume Input [veh/h]
Lemon StLemon StMission TrailMission TrailName
Volumes
8/19/20226EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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]
01000100070070Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
01100110049330160Split [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
8/19/20227EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
71.350.0011.3211.3237.3710.7084.0289.4095th-Percentile Queue Length [ft/ln]
2.850.000.450.451.490.433.363.5895th-Percentile Queue Length [veh/ln]
39.640.006.296.2920.765.9446.6849.6650th-Percentile Queue Length [ft/ln]
1.590.000.250.250.830.241.871.9950th-Percentile Queue Length [veh/ln]
YesNoNoNoYesNoNoYesCritical Lane Group
CAAACAAALane Group LOS
27.390.002.592.5928.614.677.076.82d, Delay for Lane Group [s/veh]
0.470.000.280.280.440.080.420.40X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.320.000.490.492.210.151.230.98d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.110.500.500.50k, delay calibration
26.070.002.102.1026.404.525.845.84d1, Uniform Delay [s]
2561871432143214098710571221c, Capacity [veh/h]
15871256187018701781158917021870s, saturation flow rate [veh/h]
0.070.000.220.220.030.050.260.26(v / s)_i Volume / Saturation Flow Rate
0.100.100.770.770.080.620.620.62g / C, Green / Cycle
6646465373737g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
2.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
6060606060606060C, Cycle Length [s]
CCCCLRCCLane Group
Lane Group Calculations
8/19/20228EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]6.82 6.94 4.67 28.61 2.59 2.59 0.00 0.00 0.00 27.39 27.39 27.39
Movement LOS A A A C A A A A A C C C
d_A, Approach Delay [s/veh]6.77 4.44 0.00 27.39
Approach LOS A A A C
d_I, Intersection Delay [s/veh]6.99
Intersection LOS A
Intersection V/C 0.371
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 Intersection 0.000 0.000 1.696 1.902
Crosswalk LOS F F A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]400 1500 233 233
d_b, Bicycle Delay [s]19.20 1.88 23.41 23.41
I_b,int, Bicycle LOS Score for Intersection 2.412 2.277 1.560 1.776
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
8/19/20229EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.458Volume to Capacity (v/c):
BLevel Of Service:
16.0Delay (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]
0.00350.000.00120.000.000.00Exit Pocket Length [ft]
010100No. of Lanes in Exit Pocket
280.00310.00125.00100.00100.00200.00Entry Pocket Length [ft]
111001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
8/19/202210EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202211EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202212EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
60.25191.5046.4558.8339.73191.2795th-Percentile Queue Length [ft/ln]
2.417.661.862.351.597.6595th-Percentile Queue Length [veh/ln]
33.47106.7725.8132.6822.07106.6050th-Percentile Queue Length [ft/ln]
1.344.271.031.310.884.2650th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
BCABADLane Group LOS
14.3330.264.1711.474.3336.28d, Delay for Lane Group [s/veh]
0.240.770.300.190.220.83X, 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]
0.101.840.670.250.205.92d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.11k, delay calibration
14.2228.413.5011.234.1230.36d1, Uniform Delay [s]
1168687116117032473290c, Capacity [veh/h]
281334591589356035601781s, saturation flow rate [veh/h]
0.100.150.220.090.150.13(v / s)_i Volume / Saturation Flow Rate
0.410.200.730.480.700.16g / C, Green / Cycle
311555365212g_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
8/19/202213EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.28 4.33 11.47 4.17 30.26 14.33
Movement LOS D A B A C B
d_A, Approach Delay [s/veh]14.16 7.67 24.79
Approach LOS B A C
d_I, Intersection Delay [s/veh]16.01
Intersection LOS B
Intersection V/C 0.458
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 Intersection 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
8/19/202214EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.414Volume to Capacity (v/c):
CLevel Of Service:
20.9Delay (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
8/19/202215EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202216EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
2.00.02.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
2.00.02.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
00211010001000140Pedestrian Clearance [s]
005550050050Walk [s]
3.00.03.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
29030303000111702329Split [s]
1.00.01.01.01.00.00.01.01.00.01.01.0All red [s]
3.00.03.03.03.00.00.03.03.00.03.03.0Amber [s]
30030303000303003030Maximum Green [s]
707770077077Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
1,7Auxiliary Signal Groups
107880025061Signal 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
8/19/202217EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
200.2274.916.3423.3623.36152.0962.7864.080.0095th-Percentile Queue Length [ft/ln]
8.013.000.250.930.936.082.512.560.0095th-Percentile Queue Length [veh/ln]
113.0441.623.5212.9812.9884.5034.8835.600.0050th-Percentile Queue Length [ft/ln]
4.521.660.140.520.523.381.401.420.0050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesYesNoNoCritical Lane Group
CCCAACBBALane Group LOS
24.8323.9521.425.985.9831.5312.1712.100.00d, Delay for Lane Group [s/veh]
0.720.340.030.100.100.810.210.200.00X, 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]
2.160.550.020.180.182.980.580.540.00d2, 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
22.6723.4021.395.805.8028.5411.5911.560.00d1, Uniform Delay [s]
446364435113211325398078455c, Capacity [veh/h]
158914061695187018703459178518701781s, saturation flow rate [veh/h]
0.200.090.010.060.060.130.090.090.00(v / s)_i Volume / Saturation Flow Rate
0.280.220.220.610.610.160.450.450.00g / C, Green / Cycle
20161642421132320g_i, Effective Green Time [s]
0.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.002.000.000.000.000.000.000.00l1_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
8/19/202218EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 12.13 12.17 31.53 5.98 5.98 21.42 21.42 21.42 23.95 0.00 24.83
Movement LOS A B B C A A C C C C C
d_A, Approach Delay [s/veh]12.14 22.84 21.42 24.58
Approach LOS B C C C
d_I, Intersection Delay [s/veh]20.87
Intersection LOS C
Intersection V/C 0.414
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 Intersection 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]543 200 743 743
d_b, Bicycle Delay [s]18.58 28.35 13.83 13.83
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
------------8-21Ring 1
Sequence
8/19/202219EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202220EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202221EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202222EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202223EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202224EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202225EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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 Intersection 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
8/19/202226EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202227EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202228EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202229EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202230EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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 Intersection 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
8/19/202231EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202232EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202233EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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]
0300700000100Pedestrian 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
8/19/202234EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202235EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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 Intersection 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
8/19/202236EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Turning Movement Volume: Summary
8/19/2022Report File: C:\...\Existing PM.pdf
Scenario 2 Existing PMVistro File: C:\...\Mission Trails.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
0
Thru
52
Left
Westbound
0
Right
0
Thru
0
Left
Eastbound
0
Right
707
Thru
54
Left
Southbound
97
Right
904
Thru
0
Left
Northbound
Mission Trail/Lemon St2
Intersection NameID
1711
Total
Volume
0
Right
0
Left
Eastbound
0
Right
760
Thru
Southbound
951
Thru
0
Left
Northbound
Mission Trail/Project Dwy1
Intersection NameID
8/19/202237EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202238EPD Solutions Inc
Existing PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/20221EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Intersection Analysis Summary
8/19/2022Report File: C:\...\Project Completion AM.pdf
Scenario 3 Project Complettion AMVistro File: C:\...\Mission Trails.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.
B17.30.608EB LeftHCM 7th
EditionSignalizedI-15 NB Ramps/Bundy
Canyon Rd8
C20.80.676SB LeftHCM 7th
EditionSignalizedI-15 SB Ramps/Bundy
Canyon Rd7
C33.70.572EB LeftHCM 7th
EditionSignalizedOrange St/Bundy Canyon rd6
B11.70.425EB LeftHCM 7th
EditionAll-way stopAlmond St/Bundy Canyon Rd5
B16.00.281WB LeftHCM 7th
EditionSignalizedMission Trail/Bundy Canyon
Rd4
B16.90.479NB LeftHCM 7th
EditionSignalizedMission Trail/Corydon Rd3
A7.70.418SB LeftHCM 7th
EditionSignalizedMission Trail/Lemon St2
D27.00.061EB LeftHCM 7th
EditionTwo-way stopMission Trail/Project Dwy1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
8/19/20222EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.061Volume to Capacity (v/c):
DLevel Of Service:
27.0Delay (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]
000000No. 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]
6111387197741Total Analysis Volume [veh/h]
153121824410Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00000.87090.87090.78260.7826Peak Hour Factor
6111375976532Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
611130432Site-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
8/19/20223EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
DIntersection LOS
0.88d_I, Intersection Delay [s/veh]
CAAApproach LOS
16.440.000.53d_A, Approach Delay [s/veh]
16.8916.890.000.000.871.7595th-Percentile Queue Length [ft/ln]
0.680.680.000.000.030.0795th-Percentile Queue Length [veh/ln]
BDAAABMovement LOS
14.5426.980.000.000.0013.05d_M, Delay for Movement [s/veh]
0.130.060.000.010.010.09V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
8/19/20224EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.418Volume to Capacity (v/c):
ALevel Of Service:
7.7Delay (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
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100000000No. 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
8/19/20225EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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
390901534088261939650Total Analysis Volume [veh/h]
10023411022015232410Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.71000.71000.71001.00001.00001.00000.87090.87090.87090.78260.78260.7826Peak Hour Factor
280641534076853737550Total Hourly Volume [veh/h]
10005000002400Right 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]
100203406100310Site-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
8/19/20226EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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]
01000100070070Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
01400140046210250Split [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
8/19/20227EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
79.188.313.7925.8125.8136.7915.6597.800.0095th-Percentile Queue Length [ft/ln]
3.170.330.151.031.031.470.633.910.0095th-Percentile Queue Length [veh/ln]
43.994.622.1014.3414.3420.448.6954.330.0050th-Percentile Queue Length [ft/ln]
1.760.180.080.570.570.820.352.170.0050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoYesNoCritical Lane Group
CCCAACAAALane Group LOS
28.0423.1722.923.293.2928.625.467.490.00d, Delay for Lane Group [s/veh]
0.520.070.020.320.320.440.100.460.00X, 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]
1.660.150.030.610.612.190.210.710.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.110.500.500.50k, delay calibration
26.3823.0222.892.682.6826.425.256.780.00d1, Uniform Delay [s]
249204310138113811389442115417c, Capacity [veh/h]
11491589168018701870178115893560629s, saturation flow rate [veh/h]
0.110.010.000.240.240.030.060.270.00(v / s)_i Volume / Saturation Flow Rate
0.130.130.130.740.740.080.590.590.59g / C, Green / Cycle
88844445363636g_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
8/19/20228EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 7.49 5.46 28.62 3.29 3.29 22.92 22.92 23.17 28.04 28.04 28.04
Movement LOS A A A C A A C C C C C C
d_A, Approach Delay [s/veh]7.31 4.93 23.09 28.04
Approach LOS A A C C
d_I, Intersection Delay [s/veh]7.67
Intersection LOS A
Intersection V/C 0.418
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 Intersection 0.000 0.000 1.937 1.918
Crosswalk LOS F F A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]700 1400 333 333
d_b, Bicycle Delay [s]12.68 2.70 20.83 20.83
I_b,int, Bicycle LOS Score for Intersection 2.452 2.338 1.604 1.789
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
8/19/20229EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.479Volume to Capacity (v/c):
BLevel Of Service:
16.9Delay (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]
0.00350.000.00120.000.000.00Exit Pocket Length [ft]
010100No. of Lanes in Exit Pocket
280.00310.00125.00100.00100.00200.00Entry Pocket Length [ft]
111001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
8/19/202210EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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
228539337502478284Total Analysis Volume [veh/h]
571358412612071Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.81970.81970.89240.89240.82420.8242Peak Hour Factor
187442301448394234Total 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]
041269270Site-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
8/19/202211EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202212EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
45.98194.6053.21104.4535.13219.5595th-Percentile Queue Length [ft/ln]
1.847.782.134.181.418.7895th-Percentile Queue Length [veh/ln]
25.55109.0029.5658.0319.52127.1050th-Percentile Queue Length [ft/ln]
1.024.361.182.320.785.0850th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
BCABADLane Group LOS
12.9130.214.7113.504.2936.52d, Delay for Lane Group [s/veh]
0.180.770.300.310.190.87X, 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]
0.071.880.680.500.186.83d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.11k, delay calibration
12.8428.334.0313.004.1129.68d1, Uniform Delay [s]
1235696112716182464328c, Capacity [veh/h]
281334591589356035601781s, saturation flow rate [veh/h]
0.080.160.210.140.130.16(v / s)_i Volume / Saturation Flow Rate
0.440.200.710.460.690.18g / C, Green / Cycle
331553345214g_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
8/19/202213EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.52 4.29 13.50 4.71 30.21 12.91
Movement LOS D A B A C B
d_A, Approach Delay [s/veh]16.30 9.97 25.07
Approach LOS B A C
d_I, Intersection Delay [s/veh]16.90
Intersection LOS B
Intersection V/C 0.479
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 Intersection 2.798 0.000 2.913
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 2.188 2.334 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
-------------321Ring 1
Sequence
8/19/202214EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.281Volume to Capacity (v/c):
BLevel Of Service:
16.0Delay (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
8/19/202215EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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
2900740400257381603680Total Analysis Volume [veh/h]
730190100649515920Total 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
2430620100240356482940Total Hourly Volume [veh/h]
81000000001600Right 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]
230000001059040Site-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
8/19/202216EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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
0.00.02.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.00.02.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
00211010001000140Pedestrian Clearance [s]
005550050050Walk [s]
0.00.03.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
0033333300261402311Split [s]
0.00.01.01.01.00.00.01.01.00.01.01.0All red [s]
0.00.03.03.03.00.00.03.03.00.03.03.0Amber [s]
0030303000303003030Maximum Green [s]
007770077077Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
007880025061Signal 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
8/19/202217EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
54.962.868.738.73135.0444.9646.140.0095th-Percentile Queue Length [ft/ln]
2.200.110.350.355.401.801.850.0095th-Percentile Queue Length [veh/ln]
30.531.594.854.8575.0224.9825.630.0050th-Percentile Queue Length [ft/ln]
1.220.060.190.193.001.001.030.0050th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoNoCritical Lane Group
CCAACAAALane Group LOS
33.1029.882.472.4732.666.296.250.00d, Delay for Lane Group [s/veh]
0.420.020.090.090.810.190.190.00X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.610.040.130.133.330.390.370.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.110.500.500.11k, delay calibration
31.4929.842.342.3429.335.905.890.00d1, Uniform Delay [s]
17519714041404472109411491c, Capacity [veh/h]
14121870187018703459178018701781s, saturation flow rate [veh/h]
0.050.000.070.070.110.120.120.00(v / s)_i Volume / Saturation Flow Rate
0.080.080.750.750.140.620.620.00g / C, Green / Cycle
5553531043430g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
2.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
7070707070707070C, Cycle Length [s]
LCCCLCCLLane Group
Lane Group Calculations
8/19/202218EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 6.27 6.29 32.66 2.47 2.47 29.88 29.88 29.88 33.10 0.00 0.00
Movement LOS A A A C A A C C C C
d_A, Approach Delay [s/veh]6.27 20.50 29.88 33.10
Approach LOS A C C C
d_I, Intersection Delay [s/veh]16.02
Intersection LOS B
Intersection V/C 0.281
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 Intersection 0.000 2.714 0.000 2.294
Crosswalk LOS F B F B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]543 629 829 829
d_b, Bicycle Delay [s]18.58 16.46 12.01 12.01
I_b,int, Bicycle LOS Score for Intersection 1.926 2.086 1.566 1.560
Bicycle LOS A B A A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
------------8-21Ring 1
Sequence
8/19/202219EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.425Volume to Capacity (v/c):
BLevel Of Service:
11.7Delay (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]
28408111953111218973108Total Analysis Volume [veh/h]
71023513335224802Total 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
26385101747610197871103Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
02300590000000Site-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
8/19/202220EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
BIntersection LOS
11.69Intersection Delay [s/veh]
BBBAApproach LOS
11.1412.2811.599.80Approach Delay [s/veh]
3.0636.7436.982.0052.7753.0722.215.5195th-Percentile Queue Length [ft]
0.121.471.480.082.112.120.890.2295th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.040.330.340.030.420.430.230.07Degree of Utilization, x
713626622731639637544569Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
8/19/202221EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.572Volume to Capacity (v/c):
CLevel Of Service:
33.7Delay (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
8/19/202222EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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
705072021868924828250258641Total Analysis Volume [veh/h]
171275041726276365160Total 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
614431761453919724216201501Total 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]
02300590000000Site-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
8/19/202223EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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]
0140014002100170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
030490264503000300Split [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
047083020060Signal 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
105Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
8/19/202224EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
239.18246.93234.73352.15354.3330.254.00205.57155.0033.2695th-Percentile Queue Length [ft/ln]
9.579.889.3914.0914.171.210.168.226.201.3395th-Percentile Queue Length [veh/ln]
141.60147.38138.30228.26229.9816.812.22116.9186.1118.4850th-Percentile Queue Length [ft/ln]
5.665.905.539.139.200.670.094.683.440.7450th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
CCDDDDBBBBLane Group LOS
29.7429.7052.5245.6045.5353.5911.4719.9214.5311.92d, Delay for Lane Group [s/veh]
0.500.500.850.870.870.390.010.450.300.06X, 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]
0.680.648.105.955.883.990.022.370.920.12d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.500.50k, delay calibration
29.0629.0544.4239.6539.6449.6011.4517.5513.6111.81d1, Uniform Delay [s]
568593238404407618496178491032c, Capacity [veh/h]
1792187017811853187017811589103315891868s, saturation flow rate [veh/h]
0.160.160.110.190.190.010.010.270.160.03(v / s)_i Volume / Saturation Flow Rate
0.320.320.130.220.220.030.530.530.530.53g / C, Green / Cycle
3333142323456565656g_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]
105105105105105105105105105105C, Cycle Length [s]
CCLCCLRCRCLane Group
Lane Group Calculations
8/19/202225EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]11.92 11.92 14.53 19.92 19.92 11.47 53.59 45.56 45.60 52.52 29.72 29.74
Movement LOS B B B B B B D D D D C C
d_A, Approach Delay [s/veh]14.00 19.68 45.83 35.63
Approach LOS B B D D
d_I, Intersection Delay [s/veh]33.70
Intersection LOS C
Intersection V/C 0.572
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]43.88 43.88 43.88 43.88
I_p,int, Pedestrian LOS Score for Intersection 2.418 2.277 2.644 3.229
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]495 495 419 495
d_b, Bicycle Delay [s]29.72 29.72 32.80 29.72
I_b,int, Bicycle LOS Score for Intersection 2.203 2.036 2.167 2.219
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------876-Ring 2
------------432-Ring 1
Sequence
8/19/202226EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.676Volume to Capacity (v/c):
CLevel Of Service:
20.8Delay (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
8/19/202227EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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
061039145753401551264000Total Analysis Volume [veh/h]
015298114133039066000Total 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
055735740947801421242000Total Hourly Volume [veh/h]
000137004800000Right 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]
070203901600000Site-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
8/19/202228EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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]
0700300100000Pedestrian Clearance [s]
050050050000Walk [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Vehicle Extension [s]
0451902600150000Split [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
8/19/202229EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
34.50229.90286.54248.2677.170.43150.7595th-Percentile Queue Length [ft/ln]
1.389.2011.469.933.090.026.0395th-Percentile Queue Length [veh/ln]
19.17134.72177.34148.3842.870.2483.7550th-Percentile Queue Length [ft/ln]
0.775.397.095.941.710.013.3550th-Percentile Queue Length [veh/ln]
NoYesYesNoNoNoYesCritical Lane Group
ACCCCCCLane Group LOS
3.7828.0629.1021.9824.0920.2929.30d, Delay for Lane Group [s/veh]
0.250.890.820.710.540.000.83X, 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]
0.246.2212.085.961.620.005.50d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.110.500.500.110.110.11k, delay calibration
3.5321.8417.0216.0222.4720.2923.81d1, Uniform Delay [s]
2450440602700284335319c, Capacity [veh/h]
3560178116081870158918701781s, saturation flow rate [veh/h]
0.170.220.310.260.100.000.15(v / s)_i Volume / Saturation Flow Rate
0.690.250.380.380.180.180.18g / 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
8/19/202230EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 0.00 0.00 29.30 20.29 24.09 0.00 22.50 29.10 28.06 3.78 0.00
Movement LOS C C C C C C A
d_A, Approach Delay [s/veh]0.00 27.36 25.54 13.26
Approach LOS A C C B
d_I, Intersection Delay [s/veh]20.76
Intersection LOS C
Intersection V/C 0.676
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 Intersection 2.365 2.319 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]0 366 732 1365
d_b, Bicycle Delay [s]30.04 20.05 12.07 3.03
I_b,int, Bicycle LOS Score for Intersection 4.132 2.332 2.490 2.385
Bicycle LOS D B B B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-21Ring 1
Sequence
8/19/202231EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.608Volume to Capacity (v/c):
BLevel Of Service:
17.3Delay (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
8/19/202232EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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
388697005352440001254257Total Analysis Volume [veh/h]
97174001346100031164Total 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
373670004882230001164238Total 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]
0000039000007Site-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
8/19/202233EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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]
0300700000100Pedestrian Clearance [s]
050050000050Walk [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Vehicle Extension [s]
0120042300000180Split [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
8/19/202234EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
249.55228.5929.60151.6460.111.72143.6095th-Percentile Queue Length [ft/ln]
9.989.141.186.072.400.075.7495th-Percentile Queue Length [veh/ln]
149.34133.7616.4584.2533.400.9679.7850th-Percentile Queue Length [ft/ln]
5.975.350.663.371.340.043.1950th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoYesCritical Lane Group
BBACCCCLane Group LOS
19.7116.693.6628.6223.0320.3028.38d, Delay for Lane Group [s/veh]
0.730.650.220.800.440.010.80X, 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]
6.153.820.214.731.060.014.72d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.110.110.11k, delay calibration
13.5712.873.4623.9021.9720.2923.66d1, Uniform Delay [s]
7458402448306285336320c, Capacity [veh/h]
1660187035601781158918701781s, saturation flow rate [veh/h]
0.330.290.150.140.080.000.14(v / s)_i Volume / Saturation Flow Rate
0.450.450.690.170.180.180.18g / C, Green / Cycle
27274110111111g_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
8/19/202235EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]28.38 20.30 23.03 0.00 0.00 0.00 28.62 3.66 0.00 0.00 17.36 19.71
Movement LOS C C C C A B B
d_A, Approach Delay [s/veh]26.56 0.00 11.48 18.20
Approach LOS C A B B
d_I, Intersection Delay [s/veh]17.31
Intersection LOS B
Intersection V/C 0.608
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 Intersection 2.276 2.145 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]466 0 1265 266
d_b, Bicycle Delay [s]17.67 30.04 4.06 22.57
I_b,int, Bicycle LOS Score for Intersection 2.261 4.132 2.202 2.557
Bicycle LOS B D B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
--------------2-Ring 1
Sequence
8/19/202236EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Turning Movement Volume: Summary
8/19/2022Report File: C:\...\Project Completion AM.pdf
Scenario 3 Project Complettion AMVistro File: C:\...\Mission Trails.vistro
Mission Trail Residential
2371
Total
Volume
557
Thru
357
Left
Westbound
546
Right
478
Thru
Eastbound
190
Right
1
Thru
242
Left
Southbound
I-15 SB Ramps/Bundy Canyon
Rd7
Intersection NameID
1846
Total
Volume
81
Right
443
Thru
176
Left
Westbound
19
Right
539
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
1051
Total
Volume
26
Right
385
Thru
10
Left
Westbound
17
Right
476
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
1341
Total
Volume
324
Right
62
Left
Westbound
0
Right
1
Thru
0
Left
Eastbound
0
Right
240
Thru
356
Left
Southbound
64
Right
294
Thru
0
Left
Northbound
Mission Trail/Bundy Canyon Rd4
Intersection NameID
2169
Total
Volume
250
Right
442
Left
Eastbound
401
Right
448
Thru
Southbound
394
Thru
234
Left
Northbound
Mission Trail/Corydon Rd3
Intersection NameID
1802
Total
Volume
38
Right
0
Thru
64
Left
Westbound
20
Right
3
Thru
4
Left
Eastbound
0
Right
768
Thru
53
Left
Southbound
97
Right
755
Thru
0
Left
Northbound
Mission Trail/Lemon St2
Intersection NameID
1631
Total
Volume
61
Right
11
Left
Eastbound
3
Right
759
Thru
Southbound
765
Thru
32
Left
Northbound
Mission Trail/Project Dwy1
Intersection NameID
8/19/202237EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
2275
Total
Volume
497
Right
670
Thru
Westbound
488
Thru
223
Left
Eastbound
155
Right
4
Thru
238
Left
Northbound
I-15 NB Ramps/Bundy Canyon
Rd8
Intersection NameID
8/19/202238EPD Solutions Inc
Project Completion AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/20221EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Intersection Analysis Summary
8/19/2022Report File: C:\...\Project Completion PM.pdf
Scenario 4 Project Completion PMVistro File: C:\...\Mission Trails.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.
B19.40.625EB LeftHCM 7th
EditionSignalizedI-15 NB Ramps/Bundy
Canyon Rd8
C23.70.713EB RightHCM 7th
EditionSignalizedI-15 SB Ramps/Bundy
Canyon Rd7
E62.86.942SB LeftHCM 7th
EditionSignalizedOrange St/Bundy Canyon rd6
B14.20.557WB ThruHCM 7th
EditionAll-way stopAlmond St/Bundy Canyon Rd5
C21.70.485SB LeftHCM 7th
EditionSignalizedMission Trail/Bundy Canyon
Rd4
B15.70.481NB LeftHCM 7th
EditionSignalizedMission Trail/Corydon Rd3
A7.70.444SB LeftHCM 7th
EditionSignalizedMission Trail/Lemon St2
E40.80.066EB LeftHCM 7th
EditionTwo-way stopMission Trail/Project Dwy1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
8/19/20222EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.066Volume to Capacity (v/c):
ELevel Of Service:
40.8Delay (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]
000000No. 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]
417109031024109Total Analysis Volume [veh/h]
102322625627Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00000.87500.87500.96750.9675Peak Hour Factor
4179790991105Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
417902105Site-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
8/19/20223EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
EIntersection LOS
1.13d_I, Intersection Delay [s/veh]
CAAApproach LOS
18.490.001.30d_A, Approach Delay [s/veh]
13.2913.290.000.002.424.8395th-Percentile Queue Length [ft/ln]
0.530.530.000.000.100.1995th-Percentile Queue Length [veh/ln]
BEAAABMovement LOS
14.6940.770.000.000.0013.48d_M, Delay for Movement [s/veh]
0.090.070.000.010.010.25V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
8/19/20224EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.444Volume to Capacity (v/c):
ALevel Of Service:
7.7Delay (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
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100000000No. 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
8/19/20225EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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
5307410220887647910770Total Analysis Volume [veh/h]
13018311022216202690Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.73330.73330.73331.00001.00001.00000.87500.87500.87500.96750.96750.9675Peak Hour Factor
3905410220776567610420Total Hourly Volume [veh/h]
13004000002500Right 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]
3001422041001020Site-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
8/19/20226EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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]
01000100070070Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
01400140046210250Split [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
8/19/20227EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
78.255.582.1822.7722.7738.5212.82111.590.0095th-Percentile Queue Length [ft/ln]
3.130.220.090.910.911.540.514.460.0095th-Percentile Queue Length [veh/ln]
43.473.101.2112.6512.6521.407.1262.000.0050th-Percentile Queue Length [ft/ln]
1.740.120.050.510.510.860.282.480.0050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoYesNoCritical Lane Group
CCCAACAAALane Group LOS
28.2123.4423.253.143.1428.585.247.760.00d, Delay for Lane Group [s/veh]
0.530.050.010.320.320.450.080.500.00X, 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]
1.780.110.020.600.602.230.170.860.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.110.500.500.50k, delay calibration
26.4223.3323.232.542.5426.355.076.910.00d1, Uniform Delay [s]
241192298139413941429532134420c, Capacity [veh/h]
12071589171618701870178115893560626s, saturation flow rate [veh/h]
0.110.010.000.240.240.040.050.300.00(v / s)_i Volume / Saturation Flow Rate
0.120.120.120.740.740.080.600.600.60g / C, Green / Cycle
77745455363636g_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
8/19/20228EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 7.76 5.24 28.58 3.14 3.14 23.25 23.25 23.44 28.21 28.21 28.21
Movement LOS A A A C A A C C C C C C
d_A, Approach Delay [s/veh]7.59 4.86 23.39 28.21
Approach LOS A A C C
d_I, Intersection Delay [s/veh]7.70
Intersection LOS A
Intersection V/C 0.444
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 Intersection 0.000 0.000 1.932 1.916
Crosswalk LOS F F A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]700 1400 333 333
d_b, Bicycle Delay [s]12.68 2.70 20.83 20.83
I_b,int, Bicycle LOS Score for Intersection 2.534 2.344 1.589 1.791
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
8/19/20229EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.481Volume to Capacity (v/c):
BLevel Of Service:
15.7Delay (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]
0.00350.000.00120.000.000.00Exit Pocket Length [ft]
010100No. of Lanes in Exit Pocket
280.00310.00125.00100.00100.00200.00Entry Pocket Length [ft]
111001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
8/19/202210EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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
287564370383657250Total Analysis Volume [veh/h]
72141939616462Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95380.95380.95310.95310.92530.9253Peak Hour Factor
274538353365608231Total 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]
014846880Site-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
8/19/202211EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202212EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
60.54200.9752.4974.7054.40197.4295th-Percentile Queue Length [ft/ln]
2.428.042.102.992.187.9095th-Percentile Queue Length [veh/ln]
33.64113.5829.1641.5030.22111.0250th-Percentile Queue Length [ft/ln]
1.354.541.171.661.214.4450th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
BCABADLane Group LOS
13.6429.904.4312.464.8636.22d, Delay for Lane Group [s/veh]
0.240.780.320.230.270.83X, 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]
0.101.870.740.330.276.04d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.11k, delay calibration
13.5428.033.6912.134.5830.18d1, Uniform Delay [s]
1212723115216472436300c, Capacity [veh/h]
281334591589356035601781s, saturation flow rate [veh/h]
0.100.160.230.110.180.14(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
8/19/202213EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]36.22 4.86 12.46 4.43 29.90 13.64
Movement LOS D A B A C B
d_A, Approach Delay [s/veh]13.50 8.52 24.42
Approach LOS B A C
d_I, Intersection Delay [s/veh]15.71
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 Intersection 2.834 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 2.308 2.278 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
-------------321Ring 1
Sequence
8/19/202214EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.485Volume to Capacity (v/c):
CLevel Of Service:
21.7Delay (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
8/19/202215EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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
39501282720242498473160Total Analysis Volume [veh/h]
9903212106012512790Total 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
35401151310222458453010Total Hourly Volume [veh/h]
118000000001500Right 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]
760000007400110Site-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
8/19/202216EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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
2.00.02.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
2.00.02.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
00211010001000140Pedestrian Clearance [s]
005550050050Walk [s]
3.00.03.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
21030303000191702321Split [s]
1.00.01.01.01.00.00.01.01.00.01.01.0All red [s]
3.00.03.03.03.00.00.03.03.00.03.03.0Amber [s]
30030303000303003030Maximum Green [s]
707770077077Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
1,7Auxiliary Signal Groups
107880025061Signal 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
8/19/202217EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
237.3871.615.9030.4530.45173.5079.6581.360.0095th-Percentile Queue Length [ft/ln]
9.502.860.241.221.226.943.193.250.0095th-Percentile Queue Length [veh/ln]
140.2639.783.2816.9116.9196.3944.2545.200.0050th-Percentile Queue Length [ft/ln]
5.611.590.130.680.683.861.771.810.0050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesYesNoNoCritical Lane Group
CCBAACBBALane Group LOS
24.4621.2719.047.417.4131.3815.2415.160.00d, Delay for Lane Group [s/veh]
0.770.300.020.120.120.840.260.250.00X, 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]
3.180.390.020.220.223.300.880.820.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.140.110.110.500.500.110.500.500.11k, delay calibration
21.2820.8819.037.197.1928.0814.3714.340.00d1, Uniform Delay [s]
515426502105010505937017343c, Capacity [veh/h]
158914061664187018703459178718701781s, saturation flow rate [veh/h]
0.250.090.010.060.060.140.100.100.00(v / s)_i Volume / Saturation Flow Rate
0.320.270.270.560.560.170.390.390.00g / C, Green / Cycle
23191939391227270g_i, Effective Green Time [s]
0.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.002.000.000.000.000.000.000.00l1_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
8/19/202218EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 15.19 15.24 31.38 7.41 7.41 19.04 19.04 19.04 21.27 0.00 24.46
Movement LOS A B B C A A B B B C C
d_A, Approach Delay [s/veh]15.20 23.54 19.04 23.68
Approach LOS B C B C
d_I, Intersection Delay [s/veh]21.70
Intersection LOS C
Intersection V/C 0.485
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 Intersection 0.000 2.870 0.000 2.680
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]543 429 743 743
d_b, Bicycle Delay [s]18.58 21.61 13.83 13.83
I_b,int, Bicycle LOS Score for Intersection 1.871 2.170 1.578 1.560
Bicycle LOS A B A A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
------------8-21Ring 1
Sequence
8/19/202219EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.557Volume to Capacity (v/c):
BLevel Of Service:
14.2Delay (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]
5270900611415072853Total Analysis Volume [veh/h]
131770015314018211Total 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
4663200563411052321Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
07600400000000Site-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
8/19/202220EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
BIntersection LOS
14.21Intersection Delay [s/veh]
BBBBApproach LOS
14.7613.9611.8010.37Approach Delay [s/veh]
5.7786.0586.050.0068.2168.3415.772.4595th-Percentile Queue Length [ft]
0.233.443.440.002.732.730.630.1095th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.070.560.560.000.490.490.180.03Degree of Utilization, x
727636636624624623496505Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
8/19/202221EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
6.942Volume to Capacity (v/c):
ELevel Of Service:
62.8Delay (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
8/19/202222EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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
10475419517650268242031592914Total Analysis Volume [veh/h]
26188494162626514074Total 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
9367517515580236191581212211Total 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]
07600400000000Site-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
8/19/202223EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/19/202224EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
198.27203.88154.61175.51176.6617.472.77692.6761.2016.0595th-Percentile Queue Length [ft/ln]
7.938.166.187.027.070.700.1127.712.450.6495th-Percentile Queue Length [veh/ln]
111.63115.6885.9097.5098.149.701.54384.8234.008.9250th-Percentile Queue Length [ft/ln]
4.474.633.443.903.930.390.0615.391.360.3650th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
BBDCCCBFBBLane Group LOS
18.2918.1342.4221.0020.9630.4812.18420.3313.7015.54d, Delay for Lane Group [s/veh]
0.600.600.930.570.560.340.011.800.270.21X, 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]
3.753.5916.143.903.862.540.01391.530.250.48d2, 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
14.5414.5426.2917.0917.0927.9412.1728.8013.4515.05d1, Uniform Delay [s]
70273221058859377581126581209c, Capacity [veh/h]
1792187017811853187017811589341589354s, saturation flow rate [veh/h]
0.230.230.110.180.180.010.016.650.100.12(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
8/19/202225EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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 20.98 21.00 42.42 18.20 18.29
Movement LOS B B B F F B C C C D B B
d_A, Approach Delay [s/veh]14.09 406.43 21.33 22.69
Approach LOS B F C C
d_I, Intersection Delay [s/veh]62.78
Intersection LOS E
Intersection V/C 6.942
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 Intersection 2.306 2.236 2.691 3.169
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 2.135 2.454
Bicycle LOS A A B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
8/19/202226EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.713Volume 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
8/19/202227EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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
088619328869402241560000Total Analysis Volume [veh/h]
022248721740560140000Total 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
079817423556701911477000Total Hourly Volume [veh/h]
00079006400000Right 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]
0230132605400000Site-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
8/19/202228EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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]
0361202400240000Split [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
8/19/202229EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
127.89126.62316.36279.9781.810.31299.9595th-Percentile Queue Length [ft/ln]
5.125.0612.6511.203.270.0112.0095th-Percentile Queue Length [veh/ln]
71.0570.35200.31172.3245.450.17187.6350th-Percentile Queue Length [ft/ln]
2.842.818.016.891.820.017.5150th-Percentile Queue Length [veh/ln]
NoYesYesNoNoNoYesCritical Lane Group
ACDCBBCLane Group LOS
9.5231.3335.5928.0116.1713.4432.09d, Delay for Lane Group [s/veh]
0.470.800.870.790.420.000.94X, 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]
0.826.0416.699.800.540.0012.50d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.110.500.500.110.110.18k, delay calibration
8.7025.2918.9018.2115.6313.4319.59d1, Uniform Delay [s]
1903241564622529622593c, Capacity [veh/h]
3560178116951870158918701781s, saturation flow rate [veh/h]
0.250.110.290.260.140.000.31(v / s)_i Volume / Saturation Flow Rate
0.530.130.330.330.330.330.33g / 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
8/19/202230EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 0.00 0.00 32.09 13.44 16.17 0.00 30.23 35.59 31.33 9.52 0.00
Movement LOS C B B C D C A
d_A, Approach Delay [s/veh]0.00 27.52 31.80 13.42
Approach LOS A C C B
d_I, Intersection Delay [s/veh]23.65
Intersection LOS C
Intersection V/C 0.713
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]21.76 21.76 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 1.951 2.610 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]0 665 665 1064
d_b, Bicycle Delay [s]30.08 13.41 13.41 6.59
I_b,int, Bicycle LOS Score for Intersection 4.132 2.960 2.435 2.450
Bicycle LOS D C B B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-21Ring 1
Sequence
8/19/202231EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.625Volume to Capacity (v/c):
BLevel Of Service:
19.4Delay (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
300.00100.00100.00100.00100.00260.00100.00100.00100.0025.00100.00330.00Entry 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
8/19/202232EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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
232489009701770003680554Total Analysis Volume [veh/h]
581220024244000920138Total 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
217458008811610003430516Total 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]
00000260000023Site-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
8/19/202233EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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]
0300700000100Pedestrian Clearance [s]
050050000050Walk [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Vehicle Extension [s]
0120036240000240Split [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
8/19/202234EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
195.18184.01145.02114.48154.270.00288.4595th-Percentile Queue Length [ft/ln]
7.817.365.804.586.170.0011.5495th-Percentile Queue Length [veh/ln]
109.41102.2380.5763.6085.710.00178.8050th-Percentile Queue Length [ft/ln]
4.384.093.222.543.430.007.1550th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoYesCritical Lane Group
CCACBACLane Group LOS
22.1220.039.9630.6519.070.0030.37d, Delay for Lane Group [s/veh]
0.630.570.510.770.700.000.93X, 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]
5.343.700.985.331.650.0010.95d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.110.110.17k, delay calibration
16.7816.338.9825.3217.410.0019.42d1, Uniform Delay [s]
5686321901230529623593c, Capacity [veh/h]
1679187035601781158918701781s, saturation flow rate [veh/h]
0.210.190.270.100.230.000.31(v / s)_i Volume / Saturation Flow Rate
0.340.340.530.130.330.330.33g / C, Green / Cycle
2020328202020g_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
8/19/202235EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]30.37 0.00 19.07 0.00 0.00 0.00 30.65 9.96 0.00 0.00 20.58 22.12
Movement LOS C A B C A C C
d_A, Approach Delay [s/veh]25.86 0.00 13.15 21.07
Approach LOS C A B C
d_I, Intersection Delay [s/veh]19.40
Intersection LOS B
Intersection V/C 0.625
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 Intersection 2.815 1.873 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]666 0 1065 266
d_b, Bicycle Delay [s]13.37 30.04 6.56 22.57
I_b,int, Bicycle LOS Score for Intersection 3.271 4.132 2.506 2.214
Bicycle LOS C D B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
--------------2-Ring 1
Sequence
8/19/202236EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Turning Movement Volume: Summary
8/19/2022Report File: C:\...\Project Completion PM.pdf
Scenario 4 Project Completion PMVistro File: C:\...\Mission Trails.vistro
Mission Trail Residential
2586
Total
Volume
798
Thru
174
Left
Westbound
314
Right
567
Thru
Eastbound
255
Right
1
Thru
477
Left
Southbound
I-15 SB Ramps/Bundy Canyon
Rd7
Intersection NameID
1976
Total
Volume
124
Right
675
Thru
175
Left
Westbound
20
Right
580
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
1314
Total
Volume
46
Right
632
Thru
0
Left
Westbound
0
Right
563
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
1633
Total
Volume
472
Right
115
Left
Westbound
1
Right
3
Thru
1
Left
Eastbound
0
Right
222
Thru
458
Left
Southbound
60
Right
301
Thru
0
Left
Northbound
Mission Trail/Bundy Canyon Rd4
Intersection NameID
2578
Total
Volume
365
Right
538
Left
Eastbound
471
Right
365
Thru
Southbound
608
Thru
231
Left
Northbound
Mission Trail/Corydon Rd3
Intersection NameID
2099
Total
Volume
52
Right
0
Thru
54
Left
Westbound
14
Right
2
Thru
2
Left
Eastbound
0
Right
776
Thru
56
Left
Southbound
101
Right
1042
Thru
0
Left
Northbound
Mission Trail/Lemon St2
Intersection NameID
1943
Total
Volume
41
Right
7
Left
Eastbound
9
Right
790
Thru
Southbound
991
Thru
105
Left
Northbound
Mission Trail/Project Dwy1
Intersection NameID
8/19/202237EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
2763
Total
Volume
289
Right
458
Thru
Westbound
881
Thru
161
Left
Eastbound
458
Right
0
Thru
516
Left
Northbound
I-15 NB Ramps/Bundy Canyon
Rd8
Intersection NameID
8/19/202238EPD Solutions Inc
Project Completion PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/18/20221EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Intersection Analysis Summary
8/18/2022Report File: C:\...\Cumulative AM.pdf
Scenario 5 Cumulative AMVistro File: C:\...\Mission Trails.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.
C23.20.741NB RightHCM 7th
EditionSignalizedI-15 NB Ramps/Bundy
Canyon Rd8
E56.00.913SB LeftHCM 7th
EditionSignalizedI-15 SB Ramps/Bundy
Canyon Rd7
D38.80.604EB LeftHCM 7th
EditionSignalizedOrange St/Bundy Canyon rd6
B13.50.525EB LeftHCM 7th
EditionAll-way stopAlmond St/Bundy Canyon Rd5
B15.70.376WB LeftHCM 7th
EditionSignalizedMission Trail/Bundy Canyon
Rd4
B19.80.609NB LeftHCM 7th
EditionSignalizedMission Trail/Corydon Rd3
B13.30.642SB LeftHCM 7th
EditionSignalizedMission Trail/Lemon St2
F50.80.123EB LeftHCM 7th
EditionTwo-way stopMission Trail/Project Dwy1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
8/18/20222EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.123Volume to Capacity (v/c):
FLevel Of Service:
50.8Delay (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]
000000No. 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]
611131179145241Total Analysis Volume [veh/h]
153129536310Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00000.87090.87090.78260.7826Peak Hour Factor
611131027113632Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
6111326837532Site-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
8/18/20223EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
FIntersection LOS
0.89d_I, Intersection Delay [s/veh]
CAAApproach LOS
24.500.000.45d_A, Approach Delay [s/veh]
28.0228.020.000.000.871.7595th-Percentile Queue Length [ft/ln]
1.121.120.000.000.030.0795th-Percentile Queue Length [veh/ln]
CFAAACMovement LOS
19.7650.800.000.000.0016.32d_M, Delay for Movement [s/veh]
0.160.120.000.010.010.13V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
8/18/20224EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.642Volume to Capacity (v/c):
BLevel Of Service:
13.3Delay (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
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100000000No. 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
8/18/20225EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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
14535961522362210921309712730Total Analysis Volume [veh/h]
36924469527332243180Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.71000.71000.71001.00001.00001.00000.87090.87090.87090.78260.78260.7826Peak Hour Factor
103256815223619951113769960Total Hourly Volume [veh/h]
34005006002500Right 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]
100254202236252446042720Site-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
8/18/20226EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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]
01000100070070Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
01600160044220220Split [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
8/18/20227EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
178.047.3629.1581.0481.4180.5324.65224.220.0095th-Percentile Queue Length [ft/ln]
7.120.291.173.243.263.220.998.970.0095th-Percentile Queue Length [veh/ln]
98.914.0916.2045.0245.2344.7413.70130.540.0050th-Percentile Queue Length [ft/ln]
3.960.160.651.801.811.790.555.220.0050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoYesNoCritical Lane Group
CBCAACABALane Group LOS
29.3019.4420.075.935.9230.208.5214.610.00d, Delay for Lane Group [s/veh]
0.810.050.170.450.450.690.120.720.00X, 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]
4.490.060.241.181.174.350.322.630.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.110.500.500.50k, delay calibration
24.8119.3819.834.754.7525.848.1911.970.00d1, Uniform Delay [s]
342318337123812471897851758276c, Capacity [veh/h]
13081589120018571870178115893560506s, saturation flow rate [veh/h]
0.210.010.050.300.300.070.060.360.00(v / s)_i Volume / Saturation Flow Rate
0.200.200.200.670.670.100.500.500.50g / C, Green / Cycle
12121240406303030g_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
8/18/20228EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 14.61 8.52 30.20 5.93 5.93 20.07 20.07 19.44 29.30 29.30 29.30
Movement LOS A B A C A A C C B C C C
d_A, Approach Delay [s/veh]14.18 8.46 19.94 29.30
Approach LOS B A B C
d_I, Intersection Delay [s/veh]13.33
Intersection LOS B
Intersection V/C 0.642
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 Intersection 0.000 0.000 1.974 2.123
Crosswalk LOS F F A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]600 1333 400 400
d_b, Bicycle Delay [s]14.70 3.33 19.20 19.20
I_b,int, Bicycle LOS Score for Intersection 2.710 2.591 1.688 2.071
Bicycle LOS B B A B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
8/18/20229EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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]
0.00350.000.00120.000.000.00Exit Pocket Length [ft]
010100No. of Lanes in Exit Pocket
280.00310.00125.00100.00100.00200.00Entry Pocket Length [ft]
111001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
8/18/202210EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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
259690408648625392Total Analysis Volume [veh/h]
6517310216215698Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.81970.81970.89240.89240.82420.8242Peak Hour Factor
212566364578515323Total 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]
331289719914889Site-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
8/18/202211EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/18/202212EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
44.83251.85108.21191.5767.14308.2595th-Percentile Queue Length [ft/ln]
1.7910.074.337.662.6912.3395th-Percentile Queue Length [veh/ln]
24.91151.0760.11106.8237.30194.0350th-Percentile Queue Length [ft/ln]
1.006.042.404.271.497.7650th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
ACACADLane Group LOS
9.8031.427.3820.695.8139.49d, Delay for Lane Group [s/veh]
0.170.840.390.490.270.91X, 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]
0.052.391.101.310.2810.01d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.15k, delay calibration
9.7529.036.2919.385.5329.48d1, Uniform Delay [s]
1490822104613192358431c, Capacity [veh/h]
281334591589356035601781s, saturation flow rate [veh/h]
0.090.200.260.180.180.22(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
8/18/202213EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]39.49 5.81 20.69 7.38 31.42 9.80
Movement LOS D A C A C A
d_A, Approach Delay [s/veh]18.79 15.55 25.52
Approach LOS B B C
d_I, Intersection Delay [s/veh]19.77
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 Intersection 2.944 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 2.399 2.531 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
-------------321Ring 1
Sequence
8/18/202214EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.376Volume to Capacity (v/c):
BLevel Of Service:
15.7Delay (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
8/18/202215EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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
35201000400355457845450Total Analysis Volume [veh/h]
88025010089114211360Total 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
2950840100332427674350Total Hourly Volume [veh/h]
98000000002200Right 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]
920220000102130251450Site-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
8/18/202216EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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
0.00.02.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.00.02.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
00211010001000140Pedestrian Clearance [s]
005550050050Walk [s]
0.00.03.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
0032323200231502315Split [s]
0.00.01.01.01.00.00.01.01.00.01.01.0All red [s]
0.00.03.03.03.00.00.03.03.00.03.03.0Amber [s]
0030303000303003030Maximum Green [s]
007770077077Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
Auxiliary Signal Groups
007880025061Signal 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
8/18/202217EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
75.272.8114.3414.34161.6081.4084.260.0095th-Percentile Queue Length [ft/ln]
3.010.110.570.576.463.263.370.0095th-Percentile Queue Length [veh/ln]
41.811.567.977.9789.7845.2246.810.0050th-Percentile Queue Length [ft/ln]
1.670.060.320.323.591.811.870.0050th-Percentile Queue Length [veh/ln]
YesNoNoNoYesYesNoNoCritical Lane Group
CCAACAAALane Group LOS
33.6829.212.812.8132.298.068.010.00d, Delay for Lane Group [s/veh]
0.530.020.130.130.840.300.290.00X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.280.030.190.193.630.720.690.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.110.500.500.11k, delay calibration
31.4029.182.612.6128.667.337.320.00d1, Uniform Delay [s]
18921613841384543104110911c, Capacity [veh/h]
14121870187018703459178418701781s, saturation flow rate [veh/h]
0.070.000.090.090.130.170.170.00(v / s)_i Volume / Saturation Flow Rate
0.090.090.740.740.160.580.580.00g / C, Green / Cycle
6652521141410g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
2.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
7070707070707070C, Cycle Length [s]
LCCCLCCLLane Group
Lane Group Calculations
8/18/202218EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 8.03 8.06 32.29 2.81 2.81 29.21 29.21 29.21 33.68 0.00 0.00
Movement LOS A A A C A A C C C C
d_A, Approach Delay [s/veh]8.03 19.40 29.21 33.68
Approach LOS A B C C
d_I, Intersection Delay [s/veh]15.72
Intersection LOS B
Intersection V/C 0.376
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 Intersection 0.000 2.809 0.000 2.337
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]543 543 800 800
d_b, Bicycle Delay [s]18.58 18.58 12.60 12.60
I_b,int, Bicycle LOS Score for Intersection 2.097 2.230 1.566 1.560
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
------------8-21Ring 1
Sequence
8/18/202219EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.525Volume to Capacity (v/c):
BLevel Of Service:
13.5Delay (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]
28505111963811218973108Total Analysis Volume [veh/h]
71263516035224802Total 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
26476101757210197871103Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0114001550000000Site-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
8/18/202220EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
BIntersection LOS
13.50Intersection Delay [s/veh]
BBBBApproach LOS
12.7714.5412.2010.24Approach Delay [s/veh]
3.1853.1053.412.0776.0376.4323.735.8695th-Percentile Queue Length [ft]
0.132.122.140.083.043.060.950.2395th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.040.430.430.030.520.520.240.07Degree of Utilization, x
687605603706620618517537Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
8/18/202221EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.604Volume to Capacity (v/c):
DLevel Of Service:
38.8Delay (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
8/18/202222EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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
706122021881224828250258641Total Analysis Volume [veh/h]
171535042036276365160Total 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
615341761463519724216201501Total 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]
0114001550000000Site-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
8/18/202223EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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]
0140014002100170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
039250463204900490Split [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
047083020060Signal 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
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
8/18/202224EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
307.32316.29266.84461.05463.7334.964.85236.42187.4440.3395th-Percentile Queue Length [ft/ln]
12.2912.6510.6718.4418.551.400.199.467.501.6195th-Percentile Queue Length [veh/ln]
193.31200.25162.36315.42317.5919.422.69139.55104.1422.4050th-Percentile Queue Length [ft/ln]
7.738.016.4912.6212.700.780.115.584.170.9050th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
CCEDDEBCBBLane Group LOS
32.4032.3761.3351.9751.9061.3813.7423.3317.2714.27d, Delay for Lane Group [s/veh]
0.540.540.880.900.900.410.010.460.310.06X, 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]
0.730.7110.088.298.234.530.022.570.970.12d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.140.140.110.500.500.500.50k, delay calibration
31.6731.6751.2543.6843.6856.8513.7220.7616.3014.14d1, Uniform Delay [s]
621644231459463598315998311007c, Capacity [veh/h]
1803187017811856187017811589103715891868s, saturation flow rate [veh/h]
0.190.190.110.220.220.010.010.270.160.03(v / s)_i Volume / Saturation Flow Rate
0.340.340.130.250.250.030.520.520.520.52g / C, Green / Cycle
4141163030463636363g_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]
120120120120120120120120120120C, Cycle Length [s]
CCLCCLRCRCLane Group
Lane Group Calculations
8/18/202225EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]14.27 14.27 17.27 23.33 23.33 13.74 61.38 51.94 51.97 61.33 32.39 32.40
Movement LOS B B B C C B E D D E C C
d_A, Approach Delay [s/veh]16.67 23.06 52.20 39.00
Approach LOS B C D D
d_I, Intersection Delay [s/veh]38.79
Intersection LOS D
Intersection V/C 0.604
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]51.32 51.32 51.32 51.32
I_p,int, Pedestrian LOS Score for Intersection 2.424 2.283 2.709 3.295
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]750 750 700 584
d_b, Bicycle Delay [s]23.42 23.42 25.33 30.09
I_b,int, Bicycle LOS Score for Intersection 2.203 2.036 2.268 2.305
Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------876-Ring 2
------------432-Ring 1
Sequence
8/18/202226EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.913Volume to Capacity (v/c):
ELevel Of Service:
56.0Delay (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
8/18/202227EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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
070853246663001551493000Total Analysis Volume [veh/h]
01771331161570390123000Total 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
064748641756401421451000Total Hourly Volume [veh/h]
000139004800000Right 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]
097129301250160209000Site-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
8/18/202228EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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]
0700300100000Pedestrian Clearance [s]
050050050000Walk [s]
0.03.03.00.03.00.00.03.00.00.00.00.0Vehicle Extension [s]
0663103500290000Split [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
95Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
8/18/202229EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
120.88645.98650.51513.82118.540.68580.4295th-Percentile Queue Length [ft/ln]
4.8425.8426.0220.554.740.0323.2295th-Percentile Queue Length [veh/ln]
67.16452.10460.67358.5565.850.38399.5350th-Percentile Queue Length [ft/ln]
2.6918.0818.4314.342.630.0215.9850th-Percentile Queue Length [veh/ln]
NoYesYesNoNoNoYesCritical Lane Group
AFFDCCFLane Group LOS
7.5084.3879.9249.0829.1225.8084.56d, Delay for Lane Group [s/veh]
0.301.051.030.900.370.001.05X, 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]
0.3450.3747.9118.560.550.0049.56d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.410.500.500.110.110.36k, delay calibration
7.1634.0132.0230.5228.5725.8035.00d1, Uniform Delay [s]
2323506530610418492469c, Capacity [veh/h]
3560178116261870158918701781s, saturation flow rate [veh/h]
0.200.300.340.290.100.000.28(v / s)_i Volume / Saturation Flow Rate
0.650.280.330.330.260.260.26g / C, Green / Cycle
62273131252525g_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]
95959595959595C, Cycle Length [s]
CLCCRCLLane Group
Lane Group Calculations
8/18/202230EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 0.00 0.00 84.56 25.80 29.12 0.00 53.09 79.92 84.38 7.50 0.00
Movement LOS F C C D E F A
d_A, Approach Delay [s/veh]0.00 71.23 64.50 40.48
Approach LOS A E E D
d_I, Intersection Delay [s/veh]55.99
Intersection LOS E
Intersection V/C 0.913
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]38.93 38.93 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.537 2.503 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]0 526 653 1305
d_b, Bicycle Delay [s]47.51 25.80 21.56 5.74
I_b,int, Bicycle LOS Score for Intersection 4.132 2.710 2.578 2.583
Bicycle LOS D B B B
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-21Ring 1
Sequence
8/18/202231EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.741Volume to Capacity (v/c):
CLevel Of Service:
23.2Delay (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
8/18/202232EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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
566912008582440002474271Total Analysis Volume [veh/h]
141228002146100062168Total 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
544877007832230002294251Total 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]
2292070029539000150020Site-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
8/18/202233EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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]
0300700000100Pedestrian Clearance [s]
050050000050Walk [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Vehicle Extension [s]
0330046130000140Split [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
8/18/202234EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
422.56334.8248.74174.09166.801.76172.9095th-Percentile Queue Length [ft/ln]
16.9013.391.956.966.670.076.9295th-Percentile Queue Length [veh/ln]
284.30214.6727.0896.7192.670.9896.0550th-Percentile Queue Length [ft/ln]
11.378.591.083.873.710.043.8450th-Percentile Queue Length [veh/ln]
YesNoNoYesYesNoNoCritical Lane Group
CCADDCCLane Group LOS
34.0421.813.9835.7937.4520.9234.53d, Delay for Lane Group [s/veh]
0.930.820.340.900.920.010.90X, 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]
19.298.360.3810.6512.740.029.92d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.110.110.11k, delay calibration
14.7413.443.6025.1424.7020.9124.61d1, Uniform Delay [s]
7928992489271268315300c, Capacity [veh/h]
1647187035601781158918701781s, saturation flow rate [veh/h]
0.450.400.240.140.160.000.15(v / s)_i Volume / Saturation Flow Rate
0.480.480.700.150.170.170.17g / C, Green / Cycle
2929429101010g_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
8/18/202235EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]34.53 20.92 37.45 0.00 0.00 0.00 35.79 3.98 0.00 0.00 24.13 34.04
Movement LOS C C D D A C C
d_A, Approach Delay [s/veh]35.80 0.00 11.02 27.92
Approach LOS D A B C
d_I, Intersection Delay [s/veh]23.25
Intersection LOS C
Intersection V/C 0.741
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]21.76 21.76 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.450 2.375 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]332 0 1396 964
d_b, Bicycle Delay [s]20.91 30.08 2.74 8.07
I_b,int, Bicycle LOS Score for Intersection 2.546 4.132 2.469 2.929
Bicycle LOS B D B C
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
--------------2-Ring 1
Sequence
8/18/202236EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Turning Movement Volume: Summary
8/18/2022Report File: C:\...\Cumulative AM.pdf
Scenario 5 Cumulative AMVistro File: C:\...\Mission Trails.vistro
Mission Trail Residential
2895
Total
Volume
647
Thru
486
Left
Westbound
556
Right
564
Thru
Eastbound
190
Right
1
Thru
451
Left
Southbound
I-15 SB Ramps/Bundy Canyon
Rd7
Intersection NameID
2033
Total
Volume
81
Right
534
Thru
176
Left
Westbound
19
Right
635
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
1238
Total
Volume
26
Right
476
Thru
10
Left
Westbound
17
Right
572
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
1761
Total
Volume
393
Right
84
Left
Westbound
0
Right
1
Thru
0
Left
Eastbound
0
Right
332
Thru
427
Left
Southbound
89
Right
435
Thru
0
Left
Northbound
Mission Trail/Bundy Canyon Rd4
Intersection NameID
2751
Total
Volume
283
Right
566
Left
Eastbound
486
Right
578
Thru
Southbound
515
Thru
323
Left
Northbound
Mission Trail/Corydon Rd3
Intersection NameID
2494
Total
Volume
137
Right
25
Thru
68
Left
Westbound
20
Right
22
Thru
36
Left
Eastbound
25
Right
951
Thru
113
Left
Southbound
101
Right
996
Thru
0
Left
Northbound
Mission Trail/Lemon St2
Intersection NameID
2270
Total
Volume
61
Right
11
Left
Eastbound
3
Right
1027
Thru
Southbound
1136
Thru
32
Left
Northbound
Mission Trail/Project Dwy1
Intersection NameID
8/18/202237EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
3169
Total
Volume
726
Right
877
Thru
Westbound
783
Thru
223
Left
Eastbound
305
Right
4
Thru
251
Left
Northbound
I-15 NB Ramps/Bundy Canyon
Rd8
Intersection NameID
8/18/202238EPD Solutions Inc
Cumulative AMMission Trail Residential
Version 2022 (SP 0-8)
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
8/18/20221EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Intersection Analysis Summary
8/18/2022Report File: C:\...\Cumulative PM.pdf
Scenario 6 Cumulative PMVistro File: C:\...\Mission Trails.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.
D41.80.874EB LeftHCM 7th
EditionSignalizedI-15 NB Ramps/Bundy
Canyon Rd8
F123.81.164WB LeftHCM 7th
EditionSignalizedI-15 SB Ramps/Bundy
Canyon Rd7
E59.76.986SB LeftHCM 7th
EditionSignalizedOrange St/Bundy Canyon rd6
C20.90.733WB ThruHCM 7th
EditionAll-way stopAlmond St/Bundy Canyon Rd5
C24.10.634SB LeftHCM 7th
EditionSignalizedMission Trail/Bundy Canyon
Rd4
B13.10.553EB LeftHCM 7th
EditionSignalizedMission Trail/Corydon Rd3
B16.20.686WB RightHCM 7th
EditionSignalizedMission Trail/Lemon St2
F10,000.00.148EB RightHCM 7th
EditionTwo-way stopMission Trail/Project Dwy1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
8/18/20222EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.148Volume to Capacity (v/c):
FLevel Of Service:
10,000.0Delay (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]
000000No. 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]
4171016081612109Total Analysis Volume [veh/h]
102340240327Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00000.87500.87500.96750.9675Peak Hour Factor
417914071560105Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
4179617571105Site-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
8/18/20223EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
FIntersection LOS
142.48d_I, Intersection Delay [s/veh]
FAAApproach LOS
10000.000.001.50d_A, Approach Delay [s/veh]
204.90204.900.000.002.575.1495th-Percentile Queue Length [ft/ln]
8.208.200.000.000.100.2195th-Percentile Queue Length [veh/ln]
FFAAACMovement LOS
10000.0010000.000.000.000.0023.64d_M, Delay for Movement [s/veh]
0.150.000.000.020.020.56V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
200Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
8/18/20224EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.686Volume to Capacity (v/c):
BLevel Of Service:
16.2Delay (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
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft]
000100000000No. 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
8/18/20225EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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
21126831023371613732628414680Total Analysis Volume [veh/h]
53621369434365213670Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.73330.73330.73331.00001.00001.00000.87500.87500.87500.96750.96750.9675Peak Hour Factor
15519611023371412012298114200Total Hourly Volume [veh/h]
52004005002700Right 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]
1581971423371946617374800Site-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
8/18/20226EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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
NoNoNoYesNoMinimum 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]
01000100070070Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s]
04300430027110160Split [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]
0300030003070300Maximum Green [s]
070070077070Minimum Green [s]
--------Lead---Lead / Lag
Auxiliary Signal Groups
040080025060Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtPerPermissPermissPermissControl 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
70Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
8/18/20227EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
213.965.5634.61178.99178.9975.0126.81339.730.0095th-Percentile Queue Length [ft/ln]
8.560.221.387.167.163.001.0713.590.0095th-Percentile Queue Length [veh/ln]
123.013.0919.2399.4499.4441.6714.89218.510.0050th-Percentile Queue Length [ft/ln]
4.920.120.773.983.981.670.608.740.0050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesNoYesNoCritical Lane Group
CCCAABACALane Group LOS
27.9620.5921.408.828.8019.799.7720.210.00d, Delay for Lane Group [s/veh]
0.730.030.170.570.570.610.110.840.00X, 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]
2.420.030.241.981.966.230.284.910.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.500.500.500.500.500.50k, delay calibration
25.5420.5621.166.856.8413.579.5015.300.00d1, Uniform Delay [s]
436375346121012154327841756191c, Capacity [veh/h]
1571158911121862187061815893560389s, saturation flow rate [veh/h]
0.200.010.050.370.370.420.050.410.00(v / s)_i Volume / Saturation Flow Rate
0.230.230.230.650.650.650.490.490.49g / C, Green / Cycle
161616464646353535g_i, Effective Green Time [s]
2.002.002.002.002.000.002.002.002.00l2, 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]
707070707070707070C, Cycle Length [s]
CRCCCLRCLLane Group
Lane Group Calculations
8/18/20228EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 20.21 9.77 19.79 8.81 8.82 21.40 21.40 20.59 27.96 27.96 27.96
Movement LOS A C A B A A C C C C C C
d_A, Approach Delay [s/veh]19.65 10.55 21.28 27.96
Approach LOS B B C C
d_I, Intersection Delay [s/veh]16.24
Intersection LOS B
Intersection V/C 0.686
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 26.58 26.58
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 1.974 2.472
Crosswalk LOS F F A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000
c_b, Capacity of the bicycle lane [bicycles/h]343 657 1114 1114
d_b, Bicycle Delay [s]24.03 15.78 6.86 6.86
I_b,int, Bicycle LOS Score for Intersection 2.862 2.926 1.682 2.173
Bicycle LOS C C A B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
8/18/20229EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.553Volume to Capacity (v/c):
BLevel Of Service:
13.1Delay (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
280.00310.00100.00100.00100.00100.00Entry Pocket Length [ft]
110000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Mission TrailMission TrailName
Intersection Setup
8/18/202210EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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
325757530663874352Total Analysis Volume [veh/h]
8118913216621988Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.95380.95380.95310.95310.92530.9253Peak Hour Factor
310722505632809326Total 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]
4919821031328995Site-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
8/18/202211EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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
NoNoNoNoNoYesMinimum 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]
292930304111Split [s]
1.01.01.01.01.01.0All red [s]
3.03.03.03.03.03.0Amber [s]
30303030307Maximum Green [s]
777777Minimum Green [s]
-Lead---LeadLead / Lag
1,82,3Auxiliary Signal Groups
832261Signal Group
OverlapSplitOverlapPermissivePermissiveProtPermControl 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
8/18/202212EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
62.69227.1129.90133.09106.01114.4295th-Percentile Queue Length [ft/ln]
2.519.081.205.324.244.5895th-Percentile Queue Length [veh/ln]
34.83132.6616.6173.9458.8963.5750th-Percentile Queue Length [ft/ln]
1.395.310.662.962.362.5450th-Percentile Queue Length [veh/ln]
NoYesYesNoNoYesCritical Lane Group
BCABABLane Group LOS
12.8325.013.4713.677.6315.13d, Delay for Lane Group [s/veh]
0.270.790.420.410.400.65X, 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]
0.121.531.060.780.565.87d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.50k, delay calibration
12.7123.482.4112.897.079.26d1, Uniform Delay [s]
1219955124916112170544c, Capacity [veh/h]
28133459158935603560746s, saturation flow rate [veh/h]
0.120.220.330.190.250.47(v / s)_i Volume / Saturation Flow Rate
0.430.280.790.450.610.61g / C, Green / Cycle
301955324343g_i, Effective Green Time [s]
0.002.000.002.002.000.00l2, 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]
707070707070C, Cycle Length [s]
RLRCCLLane Group
Lane Group Calculations
8/18/202213EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]15.13 7.63 13.67 3.47 25.01 12.83
Movement LOS B A B A C B
d_A, Approach Delay [s/veh]9.78 9.14 21.35
Approach LOS A A C
d_I, Intersection Delay [s/veh]13.14
Intersection LOS B
Intersection V/C 0.553
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]26.58 0.00 26.58
I_p,int, Pedestrian LOS Score for Intersection 3.042 0.000 3.376
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]1057 743 714
d_b, Bicycle Delay [s]7.78 13.83 14.46
I_b,int, Bicycle LOS Score for Intersection 2.571 2.682 1.560
Bicycle LOS B B A
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
-------------321Ring 1
Sequence
8/18/202214EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.634Volume 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
8/18/202215EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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
47701832720468614775240Total Analysis Volume [veh/h]
1190461210117153191310Total 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
42801641310430564734990Total Hourly Volume [veh/h]
143000000002400Right 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]
1750490000215146372090Site-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
8/18/202216EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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
2.00.02.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
2.00.02.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s]
00211010001000140Pedestrian Clearance [s]
005550050050Walk [s]
3.00.03.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s]
22030303000232202322Split [s]
1.00.01.01.01.00.00.01.01.00.01.01.0All red [s]
3.00.03.03.03.00.00.03.03.00.03.03.0Amber [s]
30030303000303003030Maximum Green [s]
707770077077Minimum Green [s]
--Lead-----Lead--LeadLead / Lag
1,7Auxiliary Signal Groups
107880025061Signal 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
75Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
8/18/202217EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
313.60121.015.9479.1479.14218.78186.27191.520.0095th-Percentile Queue Length [ft/ln]
12.544.840.243.173.178.757.457.660.0095th-Percentile Queue Length [veh/ln]
198.1767.233.3043.9743.97126.54103.48106.780.0050th-Percentile Queue Length [ft/ln]
7.932.690.131.761.765.064.144.270.0050th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesYesNoNoCritical Lane Group
CCBBBCCCALane Group LOS
28.9524.3918.0710.0310.0331.7923.6223.420.00d, Delay for Lane Group [s/veh]
0.830.490.020.240.240.860.510.500.00X, 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]
7.241.020.010.560.563.123.152.970.00d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.270.110.110.500.500.110.500.500.11k, delay calibration
21.7223.3718.069.479.4728.6720.4720.440.00d1, Uniform Delay [s]
5783705569919917165816073c, Capacity [veh/h]
158914061621187018703459178818701781s, saturation flow rate [veh/h]
0.300.130.010.130.130.180.160.160.00(v / s)_i Volume / Saturation Flow Rate
0.360.310.310.530.530.210.320.320.00g / C, Green / Cycle
27232340401624240g_i, Effective Green Time [s]
0.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
757575757575757575C, Cycle Length [s]
RLCCCLCCLLane Group
Lane Group Calculations
8/18/202218EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 23.50 23.62 31.79 10.03 10.03 18.07 18.07 18.07 24.39 0.00 28.95
Movement LOS A C C C B B B B B C C
d_A, Approach Delay [s/veh]23.52 22.38 18.07 27.69
Approach LOS C C B C
d_I, Intersection Delay [s/veh]24.14
Intersection LOS C
Intersection V/C 0.634
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 29.04 0.00 29.04
I_p,int, Pedestrian LOS Score for Intersection 0.000 3.106 0.000 2.823
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]507 507 693 693
d_b, Bicycle Delay [s]20.91 20.91 16.01 16.01
I_b,int, Bicycle LOS Score for Intersection 2.075 2.452 1.578 1.560
Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
-------------765Ring 2
------------8-21Ring 1
Sequence
8/18/202219EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.733Volume to Capacity (v/c):
CLevel Of Service:
20.9Delay (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]
5287800772921072853Total Analysis Volume [veh/h]
132200019325018211Total 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
4678300711815052321Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0227001884400000Site-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
8/18/202220EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
CIntersection LOS
20.93Intersection Delay [s/veh]
CCBBApproach LOS
22.5820.1512.8211.04Approach Delay [s/veh]
6.20156.73156.730.00123.65124.1518.742.6895th-Percentile Queue Length [ft]
0.256.276.270.004.954.970.750.1195th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results
0.080.730.730.000.660.670.200.03Degree of Utilization, x
679599599588588587459463Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
8/18/202221EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
6.986Volume to Capacity (v/c):
ELevel Of Service:
59.7Delay (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
8/18/202222EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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
10492319517815268242031592914Total Analysis Volume [veh/h]
26231494204626514074Total 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
9382617515728236191581212211Total 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]
0227001880000000Site-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
8/18/202223EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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
8/18/202224EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
249.45254.48154.61231.45232.4917.472.77692.6761.2016.0595th-Percentile Queue Length [ft/ln]
9.9810.186.189.269.300.700.1127.712.450.6495th-Percentile Queue Length [veh/ln]
149.27153.0485.90135.87136.649.701.54384.8234.008.9250th-Percentile Queue Length [ft/ln]
5.976.123.445.435.470.390.0615.391.360.3650th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesNoNoCritical Lane Group
CCDCCCBFBBLane Group LOS
21.5521.2942.4224.9824.9330.4812.18420.3313.7015.54d, Delay for Lane Group [s/veh]
0.710.710.930.700.700.340.011.800.270.21X, 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]
6.095.8416.146.926.872.540.01391.530.250.48d2, 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
15.4615.4526.2918.0618.0627.9412.1728.8013.4515.05d1, Uniform Delay [s]
70773221058959377581126581209c, Capacity [veh/h]
1804187017811857187017811589341589354s, saturation flow rate [veh/h]
0.280.280.110.220.220.010.016.650.100.12(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
8/18/202225EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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 24.96 24.98 42.42 21.40 21.55
Movement LOS B B B F F B C C C D C C
d_A, Approach Delay [s/veh]14.09 406.43 25.13 24.77
Approach LOS B F C C
d_I, Intersection Delay [s/veh]59.67
Intersection LOS E
Intersection V/C 6.986
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 Intersection 2.306 2.236 2.778 3.256
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 2.272 2.593
Bicycle LOS A A B B
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
8/18/202226EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
1.164Volume to Capacity (v/c):
FLevel Of Service:
123.8Delay (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
100.00100.00320.00100.00100.00100.0030.00100.00310.00100.00100.00100.00Entry 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
8/18/202227EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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
01046448306855022911021000Total Analysis Volume [veh/h]
0262112772140570255000Total 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
094240325069801951870000Total Hourly Volume [veh/h]
00083006500000Right 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]
0167229321570590393000Site-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
8/18/202228EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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]
0592503400510000Split [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
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
8/18/202229EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
353.49907.291046.56892.58159.550.591925.1395th-Percentile Queue Length [ft/ln]
14.1436.2941.8635.706.380.0277.0195th-Percentile Queue Length [veh/ln]
229.32597.54709.62623.6688.640.331298.3050th-Percentile Queue Length [ft/ln]
9.1723.9028.3824.953.550.0151.9350th-Percentile Queue Length [veh/ln]
NoYesYesNoNoNoYesCritical Lane Group
CFFFCBFLane Group LOS
20.75201.90164.38121.6721.4918.15196.48d, Delay for Lane Group [s/veh]
0.591.321.241.130.340.001.35X, 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]
1.41157.43124.4681.750.290.00164.89d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.390.500.500.110.110.50k, delay calibration
19.3444.4739.9239.9221.1918.1531.58d1, Uniform Delay [s]
1786341469512676796758c, Capacity [veh/h]
3560178117111870158918701781s, saturation flow rate [veh/h]
0.290.250.340.310.140.000.57(v / s)_i Volume / Saturation Flow Rate
0.500.190.270.270.430.430.43g / C, Green / Cycle
55213030474747g_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]
110110110110110110110C, Cycle Length [s]
CLCCRCLLane Group
Lane Group Calculations
8/18/202230EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]0.00 0.00 0.00 196.48 18.15 21.49 0.00 135.38 164.38 201.90 20.75 0.00
Movement LOS F B C F F F C
d_A, Approach Delay [s/veh]0.00 164.30 143.02 75.07
Approach LOS A F F E
d_I, Intersection Delay [s/veh]123.85
Intersection LOS F
Intersection V/C 1.164
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]46.36 46.36 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.252 2.970 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]0 855 546 1000
d_b, Bicycle Delay [s]54.99 18.03 29.08 13.74
I_b,int, Bicycle LOS Score for Intersection 4.132 3.731 2.586 2.792
Bicycle LOS D D B C
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-21Ring 1
Sequence
8/18/202231EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
0.874Volume to Capacity (v/c):
DLevel Of Service:
41.8Delay (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
8/18/202232EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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
5398700015391850005450572Total Analysis Volume [veh/h]
13521700385460001360143Total 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
5058150013981680005080533Total 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]
3843570051733000220040Site-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
8/18/202233EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
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]
0300700000100Pedestrian Clearance [s]
050050000050Walk [s]
0.03.00.00.03.03.00.00.00.00.03.00.0Vehicle Extension [s]
0370049120000310Split [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
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
8/18/202234EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
694.58526.01362.64224.36510.760.00447.1795th-Percentile Queue Length [ft/ln]
27.7821.0414.518.9720.430.0017.8995th-Percentile Queue Length [veh/ln]
493.48368.58236.53129.51351.420.00304.1650th-Percentile Queue Length [ft/ln]
19.7414.749.465.1814.060.0012.1750th-Percentile Queue Length [veh/ln]
YesNoNoYesYesNoNoCritical Lane Group
FDBFFADLane Group LOS
68.8639.7416.3671.9465.280.0047.04d, Delay for Lane Group [s/veh]
1.040.920.771.021.020.000.95X, 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]
45.2717.452.8835.9438.710.0021.09d2, Incremental Delay [s]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.390.110.35k, delay calibration
23.6022.2913.4736.0026.570.0025.95d1, Uniform Delay [s]
6787692005182536630600c, Capacity [veh/h]
1648187035601781158918701781s, saturation flow rate [veh/h]
0.430.380.430.100.340.000.32(v / s)_i Volume / Saturation Flow Rate
0.410.410.560.100.340.340.34g / C, Green / Cycle
3333458272727g_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]
80808080808080C, Cycle Length [s]
CCCLRCLLane Group
Lane Group Calculations
8/18/202235EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]47.04 0.00 65.28 0.00 0.00 0.00 71.94 16.36 0.00 0.00 45.28 68.86
Movement LOS D A F F B D E
d_A, Approach Delay [s/veh]55.94 0.00 22.32 54.30
Approach LOS E A C D
d_I, Intersection Delay [s/veh]41.76
Intersection LOS D
Intersection V/C 0.874
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]31.55 31.55 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 3.084 2.289 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]674 0 1124 824
d_b, Bicycle Delay [s]17.59 40.04 7.69 13.84
I_b,int, Bicycle LOS Score for Intersection 3.683 4.132 2.982 2.861
Bicycle LOS D D C C
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
--------------2-Ring 1
Sequence
8/18/202236EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
Turning Movement Volume: Summary
8/18/2022Report File: C:\...\Cumulative PM.pdf
Scenario 6 Cumulative PMVistro File: C:\...\Mission Trails.vistro
Mission Trail Residential
3507
Total
Volume
942
Thru
403
Left
Westbound
333
Right
698
Thru
Eastbound
260
Right
1
Thru
870
Left
Southbound
I-15 SB Ramps/Bundy Canyon
Rd7
Intersection NameID
2275
Total
Volume
124
Right
826
Thru
175
Left
Westbound
20
Right
728
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
1621
Total
Volume
46
Right
783
Thru
0
Left
Westbound
0
Right
711
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
2330
Total
Volume
571
Right
164
Left
Westbound
1
Right
3
Thru
1
Left
Eastbound
0
Right
430
Thru
564
Left
Southbound
97
Right
499
Thru
0
Left
Northbound
Mission Trail/Bundy Canyon Rd4
Intersection NameID
3576
Total
Volume
414
Right
722
Left
Eastbound
673
Right
632
Thru
Southbound
809
Thru
326
Left
Northbound
Mission Trail/Corydon Rd3
Intersection NameID
3338
Total
Volume
207
Right
19
Thru
61
Left
Westbound
14
Right
23
Thru
37
Left
Eastbound
19
Right
1201
Thru
229
Left
Southbound
108
Right
1420
Thru
0
Left
Northbound
Mission Trail/Lemon St2
Intersection NameID
3129
Total
Volume
41
Right
7
Left
Eastbound
9
Right
1407
Thru
Southbound
1560
Thru
105
Left
Northbound
Mission Trail/Project Dwy1
Intersection NameID
8/18/202237EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with
4265
Total
Volume
673
Right
815
Thru
Westbound
1398
Thru
168
Left
Eastbound
678
Right
0
Thru
533
Left
Northbound
I-15 NB Ramps/Bundy Canyon
Rd8
Intersection NameID
8/18/202238EPD Solutions Inc
Cumulative PMMission Trail Residential
Version 2022 (SP 0-8)
Generated with