Item 12 - Traffic Impact Analysis
TRAFFIC IMPACT ANALYSIS
Constellation Southlake
Warehouse Development
SH 26 / Mustang Court
Southlake, Texas
August 18, 2023
, PE 08/18/2023
Signature of Registrant Date
Halff Associates, Inc. – TBPELS Engineering Firm #312
Prepared for
Constellation Real Estate Partnerss
1201 North Bowser Road
Richardson, Texas 75081
AVO 54443 TBPELS Engineering Firm Registration No. 312
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
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Executive Summary
Halff conducted a Traffic Impact Analysis (TIA) on behalf of Constellation Real Estate Partners for the
proposed Constellation Southlake warehouse development, to be located on the northeast quadrant of the
intersection of State Highway 26 (SH 26), also known as Ira E. Woods Avenue, and Mustang Court /
Mustang Drive, in Southlake, Texas. The Constellation Southlake development, covering an area of
approximately 33.7 acres, will contain approximately 546,330 square feet (SF) of warehouse space across
four new warehouse buildings. Primary access to the development site will be provided by one full access
driveway at the intersection of Mustang Court and Southwestern Street. A second access point, for
emergency access only purposes, will be provided via an existing access point along SH 26 east of Mustang
Court / Mustang Drive.
Halff conducted the TIA for submittal to the City of Southlake to support the proposed development of
the property. The TIA examined the projected traffic operations at two study intersections within the
study area, including the primary access point that will serve the development site, utilizing background
traffic count data and projections developed by Kimley -Horn in their May 2021 TIA report for the adjacent
Mustang Business Park development.
The results of the peak hour intersection analyses indicate the minor movements at the Mustang Court /
Southwestern Street intersection are projected to operate at a good LOS A or B for all scenarios. The SH
26 / Mustang Drive / Mustang Court intersection is projected to operate at a LOS E / F in both peak hours
in the 2025 and 2030 scenarios. The addition of development trips at the intersection does not change the
overall LOS of the intersection from the No Build to the Build scenarios; delay increases are projected to
be minimal due to the additional development trips passing through the intersection. As traffic volumes
increase in the study area and along the SH 26 corridor, it will be necessary for the City of Grapevine to
update the signal timing plans to accommodate the changing traffic demands.
Access to the Constellation Southlake development site will be provided via one driveway connection to
Mustang Court, as the east leg of the Mustang Court / Southwestern Street intersection. There is currently
a driveway connection at this location that provides access to the industrial tank / pipeline equipment
development on the southern portion of the site. The proposed access connection is approximately 360
feet from the Mustang Court / SH 26 intersection, which exceeds the City of Southlake’s commercial
driveway spacing standard of 100 feet along local streets.
Halff did not conduct field measurements for intersection sight distance at the proposed driveway location
along Mustang Court. However, based on field observations and the latest aerial and street imagery
adjacent to the proposed development site, there appears to be adequate sight distance provided along
this roadway section at the location of the proposed site driveway to safely turn onto the roadway when an
acceptable gap in traffic is presented. In addition, this is an existing access location that currently serves
the industrial tank / pipeline equipment development on the site. Vehicles exiting the driveway are expected
to turn left towards SH 26, as a right turn movement only leads into the adjacent Mustang Business Park
development, and a crossing movement only leads to an existing industrial / energy site at the west end of
Southwestern Street.
Based on the analyses conducted for the TIA and a review of the development plans, the table below
provides recommendations to accommodate projected traffic, where necessary, related to the proposed
Constellation Southlake warehouse development in Southlake, Texas.
Study
Year Recommendation Responsible
Party
2025 Install a stop sign and stop bar at the westbound site driveway approach to Mustang Court Developer
2025 Maintain clear visibility around the site driveway approach to Mustang Court Developer
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
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Table of Contents
Executive Summary ....................................................................................................................................... i
Table of Contents ........................................................................................................................................... ii
List of Appendices .......................................................................................................................................... ii
List of Tables ................................................................................................................................................. iii
List of Figures ................................................................................................................................................ iii
I. Introduction ...................................................................................................................................... 1
II. Purpose and Methodology ............................................................................................................... 2
III. Site Location / Study Area ............................................................................................................... 3
IV. Development, Zoning, and Site Access ........................................................................................... 3
A. Existing Zoning .......................................................................................................................... 3
B. Existing Development ............................................................................................................... 3
C. Proposed Zoning ....................................................................................................................... 3
D. Proposed Development ............................................................................................................. 3
E. Proposed Site Access Points (Driveways) ................................................................................ 3
V. Existing Roadway Conditions .......................................................................................................... 4
VI. Future Roadway Conditions ............................................................................................................. 4
VII. Existing Traffic Volumes................................................................................................................... 4
VIII. Projected Traffic Volumes ................................................................................................................ 5
A. No Build Volumes ...................................................................................................................... 5
B. Build Volumes ........................................................................................................................... 6
IX. Trip Generation ................................................................................................................................ 6
A. Existing Trip Generation ............................................................................................................ 6
B. Proposed Site Trip Generation .................................................................................................. 6
C. Net Change in Trip Generation ................................................................................................. 7
X. Trip Distribution ................................................................................................................................ 7
A. General Trip Distribution Percentages ...................................................................................... 7
B. Detailed Trip Distribution Percentages...................................................................................... 7
XI. Trip Assignment ............................................................................................................................... 7
XII. Intersection LOS Analyses ............................................................................................................... 8
A. Methodology and Level of Service Evaluations ........................................................................ 8
B. Summary of Intersection LOS Analysis Results ..................................................................... 10
XIII. Access Evaluation .......................................................................................................................... 10
XIV. Intersection Sight Distance Evaluation .......................................................................................... 11
XV. Conclusions .................................................................................................................................... 11
List of Appendices
Appendix A – Site Plan – Constellation Warehouse Development .............................................................. A
Appendix B – Mustang Business Park TIA Report – Supplemental Information .......................................... B
Appendix C – Turning Movement Traffic Volume Exhibits ........................................................................... C
Appendix D – Synchro Output Reports ......................................................................................................... D
Appendix E – Existing Signal Timing Sheets ................................................................................................ E
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
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List of Tables
Table 1 – Estimated Site-Generated One-Way Trips – MBP Development (Background) .......................... 5
Table 2 – Estimated Site-Generated One-Way Trips – Existing Development ............................................ 6
Table 3 – Estimated Site-Generated One-Way Trips – Constellation Southlake ......................................... 6
Table 4 – Estimated Site-Generated One-Way Trips – Net Difference ........................................................ 7
Table 5 – Level-of-Service Criteria for Signalized Intersections ................................................................... 8
Table 6 – Level of Service Criteria for Unsignalized Intersections ............................................................... 9
Table 7 – Intersection LOS Analysis Results – AM Peak Hour .................................................................. 10
Table 8 – Intersection LOS Analysis Results – PM Peak Hour .................................................................. 10
Table 9 – Recommendations ...................................................................................................................... 11
List of Figures
Figure 1 – Site Location Map ........................................................................................................................ 1
Figure 2A – Site Plan – Constellation Southlake (1 of 2) .............................................................................. A
Figure 2B – Site Plan – Constellation Southlake (2 of 2) .............................................................................. A
Figure 3 – Existing Study Intersections ......................................................................................................... C
Figure 4 – Existing and Proposed Lane Assignments and Traffic Controls ................................................. C
Figure 5 – 2023 Existing Volumes ................................................................................................................ C
Figure 6 – 2025 No Build Volumes ............................................................................................................... C
Figure 7 – 2030 (No Build + 5 Years) Volumes ............................................................................................ C
Figure 8 – Background Development Trips – Mustang Business Park ........................................................ C
Figure 9 – Inbound Trip Distribution Percentages – Constellation Southlake .............................................. C
Figure 10 – Outbound Trip Distribution Percentages – Constellation Southlake ......................................... C
Figure 11 – Development Trips – Constellation Southlake ........................................................................... C
Figure 12 – 2025 Build Volumes ................................................................................................................... C
Figure 13 – 2030 (Build + 5 Years) Volumes ................................................................................................ C
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
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I. INTRODUCTION
Halff conducted a Traffic Impact Analysis (TIA) on behalf of Constellation Real Estate Partners for the
proposed Constellation Southlake warehouse development, referred hereafter as “Constellation
Southlake”, to be located on the northeast quadrant of the intersection of State Highway 26 (SH 26), also
known as Ira E. Woods Avenue, and Mustang Court / Mustang Drive, in Southlake, Texas. The
Constellation Southlake development, covering an area of approximately 33.7 acres, will contain
approximately 546,330 square feet (SF) of warehouse space across four new warehouse buildings. Primary
access to the development site will be provided by one full access driveway at the intersection of Mustang
Court and Southwestern Street. A second access point, for emergency access only purposes, will be
provided via an existing access point along SH 26 east of Mustang Court / Mustang Drive. Figure 1 below
shows the location of the development site in relation to SH 26, Mustang Court, Mustang Drive, and
Southwestern Street. A copy of the site p lan for the proposed Constellation Southlake development has
been included in Appendix A as Figure 2.
Screenshot reprinted with permission from Nearmap Aerial Date: May 31, 2023
Figure 1 – Site Location Map
N
Mustang Dr
Mustang Business Park
development site (by others)
Constellation Southlake
warehouse development site
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
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II. PURPOSE AND METHODOLOGY
The TIA was conducted for submittal to the City of Southlake to support the proposed development of
the property. Standard transportation engineering practices were used in conducting the TIA. The TIA
examined the projected traffic operations at two study intersections within the study area, including the
primary access point that will serve the development site.
Halff acquired weekday AM and PM peak period turning movement traffic projections from the City of
Southlake to use in the TIA. The traffic projections were developed as part of the TIA for th e adjacent
Mustang Business Park development, currently under construction. The 2023 projected AM and PM peak
hour volumes were then increased by an annual growth rate, based on historical traffic count data and
future traffic projections in the study area, to estimate the 2025 No Build and 2030 (No Build + 5 Years)
peak hour volumes at the study intersections.
Halff generated trips for the proposed Constellation Southlake development based on the current information
from the developer, and distributed these trips along the study roadway network, which includes the two
study intersections, for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios. Halff calculated the
development trips based on the proposed land use and density of the development. Halff then added the
development trips to the 2025 No Build and 2030 (No Build + 5 Years) peak hour volumes to estimate the
2025 Build and 2030 (Build + 5 Years) peak hour volumes passing through the study roadway network.
Halff evaluated the AM and PM peak hour operations at the study intersections for the various analysis
scenarios to identify the potential impacts that the development traffic could have on the surrounding
roadway network. Halff also addressed the proposed traffic control at one of the study intersections.
Based on the analyses conducted for the TIA and a review of the development plans, recommendations to
accommodate projected traffic were developed, where necessary, related to the proposed Constellation
Southlake development.
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
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III. SITE LOCATION / STUDY AREA
The proposed Constellation Southlake development, covering an area of approximately 33.7 acres, will be
located in the northeast quadrant of the SH 26 / Mustang Drive / Mustang Court intersection in Southlake,
Texas, as shown in Figure 1. The TIA study area includes the following existing intersections with the
current traffic controls:
• SH 26 at Mustang Drive / Mustang Court (signalized)
• Mustang Court at Southwestern Street (two-way stop control) (TWSC)
The location of the proposed Constellation Southlake development site and all study intersections, including
the type of intersection, to be analyzed in the TIA are shown in Figure 3 in Appendix C. The existing and
proposed lane configurations and traffic controls for each intersection to be analyzed in the TIA are shown
in Figure 4 in Appendix C.
IV. DEVELOPMENT, ZONING, AND SITE ACCESS
A. Existing Zoning
The development site is currently zoned “I2” – Heavy Industrial.
B. Existing Development
As of August 2023, the southern portion of the Constellation Southlake development site is developed with
industrial storage tanks and pipeline connections. The northern portion is v acant and contains natural
topography and vegetation.
C. Proposed Zoning
The proposed land use planned for the development site are compatible with the current zoning of the site;
therefore, no zoning change is proposed.
D. Proposed Development
Based on the latest information provided by the developer and presented in the site plan (Figure 2 in
Appendix A), the proposed development will consist of the following:
• Four warehouse buildings totaling 546,330 SF
Construction of the proposed Constellation Southlake warehouse development is anticipated to begin in
the second quarter of year 2024, with a construction schedule of approximately fourteen months, and finish
in the year 2025. For purposes of this study, build out of the proposed development was assumed to be in
the year 2025.
E. Proposed Site Access Points (Driveways)
The proposed Constellation Southlake development plan calls for the following access connections to
adjacent streets:
• One driveway connection to Mustang Court
• One driveway connection to the existing emergency access drive on the east side of the site
The locations of the site driveways in relation of the development site and connecting roadways are shown
in the site plan (Figure 2 in Appendix A). The driveway locations are summarized below:
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
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• Mustang Court
o Driveway – designated as “driveway CSD1” in the TIA; located at the intersection of Mustang
Court and Southwestern Street, approximately 340 feet north of SH 26. This driveway is
existing and currently serves the industrial storage tank development that occupies the
southern portion of the development site
• Emergency Access on East Side of Development Site
o Driveway – designated as “driveway CSD2” in the TIA; located approximately 130 feet north of
SH 26, connecting to the existing emergency access drive that runs along the east side of the
development site. This driveway will only be utilized for emergency access; the existing
connection to SH 26 is gated at the railroad tracks that run parallel to SH 26.
V. EXISTING ROADWAY CONDITIONS
SH 26, which runs in a southwest - northeast direction along the south side of the proposed development
site, is an existing six-lane divided curb-and-gutter facility with substandard shoulders and a posted speed
limit of 45 miles per hour (mph) in the study area. The is a sidewalk along the south side of SH 26 and the
Cotton Belt Trail shared use path runs along the north side of SH 26 in the study area.
Mustang Court, which runs in a north - south direction along the southwest side of the proposed
development site, is an existing three-lane undivided facility with an assumed speed limit of 30 mph by
prima facie in the study area. There is an existing sidewalk in place along the west side of Mustang Court.
Southwestern Street, which runs in an east – west direction west of the proposed development site from
the north terminus of Mustang Court, is an existing two-lane undivided facility with an assumed speed limit
of 30 mph in the study area. A sidewalk is in place along the south side of Southwestern Street.
Mustang Drive, which runs in an east – west direction to the southeast of SH 26, is an existing four-lane
undivided facility with a posted speed limit of 35 mph in the study area. There are sidewalks in place along
both sides of Mustang Drive. The SH 26 / Mustang Drive intersection is signalized.
VI. FUTURE ROADWAY CONDITIONS
SH 26 is identified on the City of Grapevine’s Thoroughfare Plan as a Major Arterial (A*). At this time, there
are no plans for improvements along SH 26 in the study area.
Mustang Court and Southwestern Street are not identified on the City of Southlake’s Thoroughfare Plan.
Mustang Drive is identified on the City of Grapevine’s Thoroughfare Plan as a Minor Arterial (D). At this
time, there are no plans for improvements along Mustang Drive in the study area.
VII. EXISTING TRAFFIC VOLUMES
Halff acquired traffic count data and projections at the two study intersections from the City of Southlake
for the development of the TIA. Kimley-Horn (K-H) prepared a TIA, dated May 2021, for the Mustang
Business Park (MBP) development, currently under construction in the northwest quadrant of the Mustang
Court / Southwestern Street intersection. The 2021 MBP TIA report included projected year 2023 weekday
AM and PM peak hour turning movement traffic volumes at the two study intersections, along with
development trips generated by the MBP development and distributed at the study intersections. Halff used
the estimated year 2023 background traffic volumes from the 2021 MBP TIA report as the 2023 Existing
AM and PM peak hour traffic volumes for this TIA and are shown in Figure 5 in Appendix C. Copies of the
relevant pages from the 2021 MBP TIA report developed by K-H are included in Appendix B.
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
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It should be noted that the traffic counts collected during the 2021 MBP TIA report also captured and
included the existing development trips accessing in and out of the proposed Constellation Southlake
development property. These existing development trips are included and accounted for in the
2023 Existing AM and PM peak hour volumes shown in Figure 5 in Appendix C.
VIII. PROJECTED TRAFFIC VOLUMES
A. No Build Volumes
To project the 2023 Existing peak hour volumes at the study intersections out to the study years 2025 and
2030, the volumes were first increased by a three percent (3%) annual growth rate, based on historical
traffic count data and future traffic projections in the study area (TxDOT Statewide Planning Map), to provide
a conservative evaluation of the study intersections for the TIA. The three percent (3%) annual growth rate
was assumed to account for general growth in background (non-site) traffic.
The three percent (3%) annual growth rate does not include development trips generated by the future MBP
development, as these trips were added separately to the study year 2025 and 2030 background growth
volumes described above. Discussion of the future MBP development is provided in further detail in the
following section. The resulting volumes, accounting for background growth at a three percent (3%) annual
growth rate and the addition of the MBP development trips, reflect the 2025 No Build and
2030 (No Build + 5 Years) peak hour volumes at the study intersections . These volumes are shown in
Figures 6 and 7 in Appendix C.
Mustang Business Park Development
The MBP development is a development on the tract of land located on the northwest quadrat of the
Mustang Court / Southwestern Street intersection, adjacent to the proposed Constellation Southlake
development. The MBP development is a future development to be comprised of approximately 341,000
SF of warehouse space across three new warehouse buildings. Primary access to the development will be
provided by the addition of a fourth leg to the existing Mustang Court / Southwestern Street intersection.
Secondary access will be provided to Woodsey Court on the northwest corner of the MBP development
site for emergency exit only purposes.
The TIA report for the MBP development, titled “Traffic Impact Analysis – Mustang Business Park” and
dated May 2021, provides the estimated trip generation calculations for the development. Table 1 below
summarizes the land use, density, and trip calculations for the MBP development as presented in the 2021
TIA report.
Table 1 – Estimated Site-Generated One-Way Trips – MBP Development (Background)
Land Use
(Density)
[ITE Code]
AM Peak Hour of the
Adjacent Steet Traffic
PM Peak Hour of the
Adjacent Steet Traffic
24-Hour
Weekday
In Out Total In Out Total Total
Warehousing
(341,000 SF GFA)
[150]
51 15 66 19 50 69 584
Total 51 15 66 19 50 69 584
The 2021 MBP TIA report provides the distribution and traffic assignment of the development trips shown
in Table 1 to the study roadway network, which includes the two study intersections for the Constellation
Southlake TIA study area. The development trips for the MBP development are incorporated in the
2025 No Build and 2030 (No Build + 5 Years) peak hour volumes shown in Figures 6 and 7 in Appendix C
and are shown separately in Figure 8 in Appendix C. Copies of the relevant pages from the 2021 MBP
TIA report developed by K-H are included in Appendix B.
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
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B. Build Volumes
To estimate the 2025 Build and 2030 (Build + 5 Years) peak hour volumes at the study intersections, the
development trips shown in Figure 11 in Appendix C were added to the 2025 No Build and
2030 (No Build + 5 Years) peak hour volumes shown in Figures 6 and 7. The resulting volumes, which
represent the estimated total peak hour volumes at the study intersections for the 2025 Build and
2030 (Build + 5 Years) analysis scenarios, are shown in Figures 12 and 13 in Appendix C. More detailed
description of the site generated trips for the proposed Constellation Southlake development distributed
along the study roadway network is provided in Sections IX., X., and XI.
IX. TRIP GENERATION
A. Existing Trip Generation
The proposed Constellation Southlake development site property is partially occupied with industrial holding
tanks and pipeline equipment. This portion of the site is currently active, and trips generated by the existing
development on the site were captured in the traffic count data collected for the 2021 MBP TIA report,
summarized below in Table 2.
Table 2 – Estimated Site-Generated One-Way Trips – Existing Development
Land Use
(Density)
[ITE Code]
AM Peak Hour of the
Adjacent Steet Traffic
PM Peak Hour of the
Adjacent Steet Traffic
In Out Total In Out Total
Existing Industrial Development
[2023 Existing Trips (from 2021 MBP TIA)] 29 17 46 14 62 76
Total 29 17 46 14 62 76
B. Proposed Site Trip Generation
Development trips were generated for the proposed Constellation Southlake development for the
2025 Build and 2030 (Build + 5 Years) analysis scenarios. As previous mentioned in Section IV.D., the
proposed development will consist of approximately 546,330 SF of warehouse space across four new
warehouse buildings.
Trips were generated using the historical trip generation data published by the Institute of Transportation
Engineer’s (ITE) Trip Generation Manual, 11th Edition and calculated for the typical weekday AM and PM
peak hours and for the typical 24-hour weekday. Table 3 below details the land use, density, and trip
generation calculations for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios for the proposed
Constellation Southlake development.
Table 3 – Estimated Site-Generated One-Way Trips – Constellation Southlake
Land Use
(Density)
[ITE Code]
AM Peak Hour of the
Adjacent Steet Traffic
PM Peak Hour of the
Adjacent Steet Traffic
24-Hour
Weekday
In Out Total In Out Total Total
Warehousing
(546,330 GFA)
[310]
69 20 89 26 66 92 901
Total 69 20 89 26 66 92 901
No trip reduction factors were applied to the site-generated trips shown in Table 3.
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
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C. Net Change in Trip Generation
The net change in trip generation is equal to the difference in the number of trips generated by the existing
uses of the development property, shown in Table 2, from the number of trips generated by the proposed
Constellation Southlake development, shown in Table 3. Table 4 below details the difference in trip
generation calculations between the existing development on the site and the proposed Constellation
Southlake warehouse development for the typical weekday AM and PM peak hours.
Table 4 – Estimated Site-Generated One-Way Trips – Net Difference
Land Use
(Density)
[ITE Code]
AM Peak Hour of the
Adjacent Steet Traffic
PM Peak Hour of the
Adjacent Steet Traffic
In Out Total In Out Total
Constellation Southlake Development (Proposed) 69 20 89 26 66 92
Industrial Development (Existing) 29 17 46 14 62 76
Net Difference 40 3 43 12 4 16
X. TRIP DISTRIBUTION
A. General Trip Distribution Percentages
Halff utilized the same general trip distribution percentages for the Constellation Southlake development as
were used in the 2021 MBP TIA, as the two developments are similar in nature (warehousing). The general
trip distribution percentages used for the site are summarized below :
• To / from the northeast via SH 26 ..................................................................... 45%
• To / from the southwest via SH 26 .................................................................... 20%
• To / from the east via Mustang Drive ................................................................ 35%
B. Detailed Trip Distribution Percentages
The detailed inbound and outbound trip distribution percentages used for the AM and PM peak hours at the
existing and proposed study intersections for the 2025 Build and 2030 (Build + 5 Years) analysis scenarios
are shown in Figures 9 and 10 in Appendix C.
XI. TRIP ASSIGNMENT
The 2025 Build and 2030 (Build + 5 Years) AM and PM peak hour development trips (net increase) for the
proposed Constellation Southlake development shown in Table 4 were distributed along the study roadway
network using the trip distribution percentages shown in Figures 9 and 10. These development trips are
shown in Figure 11 in Appendix C.
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
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XII. INTERSECTION LOS ANALYSES
A. Methodology and Level of Service Evaluations
Halff conducted weekday AM and PM peak hour intersection level -of-service (LOS) analyses at the two
study intersections for the following analysis scenarios:
• 2023 Existing: (2023 projected background volumes from the 2021 MBP TIA)
• 2025 No Build: (2-year background growth of existing volumes plus MBP trips)
• 2030 (No Build + 5 Years): (7-year background growth of existing volumes plus MBP trips)
• 2025 Build: (2025 No Build projected volumes plus Constellation Southlake development trips)
• 2030 (Build + 5 Years): (2030 (No Build + 5 Years) projected volumes plus Constellation Southlake
development trips)
Results of the intersection analyses for all TWSC intersections were generated using the standard
procedures outlined in the Transportation Research Board’s (TRB) Highway Capacity Manual, 7th Edition
(HCM), through the use of the Trafficware Synchro 11 software package. For the SH 26 / Mustang Drive /
Mustang Court signalized intersection, results of the intersection analyses were generated through
Synchro’s Percentile Delay Method to model the existing actuated traffic signal in the TIA study area under
varying traffic loads as observed in field conditions. For reference, all Synchro output reports are provided
in Appendix D. It should be noted that the Synchro 11 traffic software does not include analysis reports
based on the latest edition of the HCM (7th Edition). All Synchro analysis and reports developed under the
HCM methodology is restricted to the 6th Edition or earlier.
LOS is described in terms of the average stopped delay experienced per vehicle for a particular mov ement,
approach, or for the entire intersection during a typical morning or afternoon peak hour periods on a given
weekday. Separate LOS thresholds for signalized and unsignalized intersections in the HCM have been
established to analyze and compare the current and projected traffic operations at a particular intersection.
The criteria and description for each LOS classification for signalized intersections is provided in Table 5.
The criteria and description for the LOS classifications for unsignalized int ersections is provided in Table 6.
Table 5 – Level-of-Service Criteria for Signalized Intersections
Level of
Service Description
Average Stopped
Delay
(sec/veh)
A
Little to no delays experienced at the intersection and vehicle progression is exceptionally
favorable. Majority of vehicles arrive during the green indication and travel through the
intersection without stopping.
<10.0
B
Light delays are experienced at the intersection and vehicle progression is highly favorable.
Most vehicles pass through the intersection, with slightly higher stopped vehicles than with
LOS A.
> 10.0 & 20.0
C
Moderate delays are experienced at the intersection and vehicle progression is favorable.
Individual cycle failures may begin to appear. The number of vehicles stopping is significant,
although many vehicles still clear the intersection within one cycle.
> 20.0 & 35.0
D Moderate to heavy delays are experienced at the intersection and progression is ineffective.
Many vehicles stop and individual cycle failures are noticeable. > 35.0 & 55.0
E Heavy delays are experienced at the intersection and progression is unfavorable. Individual
cycle failures are frequent. > 55.0 & 80.0
F Excessive delays experienced at the intersection and vehicle progression is very poor. Most
cycles fail to clear the queue. > 80.0
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
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Table 6 – Level of Service Criteria for Unsignalized Intersections
Level of
Service Description
Average Stopped
Delay
(sec/veh)
A Little to no delays experienced at stopped movement; free-flow conditions 10.0
B Light delays experienced at stopped movements; indicative of free-flow conditions > 10.0 and 15.0
C Moderate delays experienced at stopped movements; influence of traffic density on
operations becomes marked > 15.0 and 25.0
D Moderate to heavy delays at the stopped movements; ability to maneuver is severely
restricted due to congestion > 25.0 and 35.0
E Heavy delays experienced at stopped movements; operations are at or near capacity and
are unstable > 35.0 and 50.0
F* Excessive delays experienced at stopped movements; forced flow or breakdown
characterized by queues > 50.0
Note: * - LOS F is assigned to a movement with a volume-to-capacity ratio greater than 1.0, regardless of the average stopped delay.
The 2023 Existing traffic volumes intersection analyses were conducted using the existing lane
assignments and traffic controls at the existing study intersections shown in Figure 4 in Appendix C and
the 2023 Existing AM and PM peak hour volumes shown in Figure 5 in Appendix C. Values for the peak
hour factor (PHF) and heavy vehicle percentages (HV%) for each movement at the study intersections
reflect the values used in the 2021 MBP TIA report. Signal timing parameters for the SH 26 / Mustang Drive
/ Mustang Court signalized intersection are based on the existing signal timing sheets acquired from the
City of Southlake, which are included in Appendix E.
The 2025 No Build and Build traffic volumes intersection analyses were conducted using the existing and
proposed lane assignments and traffic controls at the existing and proposed study intersections shown in
Figure 4 in Appendix C and the 2025 No Build and Build AM and PM peak hour volumes shown in
Figures 6 and 12 in Appendix C. PHF and HV% values for the existing study intersections for the
2025 No Build and Build analysis scenarios were assumed to follow the values used in the 2023 Existing
analysis scenario. Signal timing parameters for the SH 26 / Mustang Drive / Mustang Court signalized
intersection for the 2025 No Build and Build analysis scenarios are identical to those used in the
2023 Existing analysis scenario.
The 2030 (No Build + 5 Years) and (Build + 5 Years) traffic volumes intersec tion analyses were conducted
using the existing and proposed lane assignments and traffic controls at the existing and proposed study
intersections shown in Figure 4 in Appendix C and the 2030 (No Build + 5 Years) and (Build + 5 Years)
AM and PM peak hour volumes shown in Figures 7 and 13 in Appendix C. PHF and HV% values for the
existing study intersections for the 2030 (No Build + 5 Years) and (Build + 5 Years) analysis scenarios were
assumed to follow the values used in the 2023 Existing analysis scenario. Signal timing parameters for the
SH 26 / Mustang Drive / Mustang Court signalized intersection for the 2030 (No Build + 5 Years) and
(Build + 5 Years) analysis scenarios are identical to those used in the 2023 Existing analysis scenario.
The intersection analyses results for the AM and PM peak hours are shown in Tables 7 and 8. The
signalized intersection analysis results represent the delays and LOS for each approach and for the overall
intersection. The unsignalized intersection analyses results represent the critical minor movements or
approaches.
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
- 10 -
Table 7 – Intersection LOS Analysis Results – AM Peak Hour
Intersection
(Existing / Proposed)
[Signalized / AWSC / TWSC]
Overall /
Approach /
Movement
2023 Existing 2025 No Build 2025 Build 2030 (No Build +
5 Years)
2030 (Build + 5
Years)
AM AM AM AM AM
Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS
1
SH 26 at Mustang Drive /
Mustang Court
(Existing)
[Signalized]
OVERALL 43.0 D 61.6 E 62.0 E 111.2 F 112.4 F
EB 47.6 D 67.7 E 67.7 E 131.1 F 130.9 F
WB 21.9 C 24.5 C 24.0 C 26.7 C 28.6 C
NB 42.4 D 76.4 E 81.7 F 112.5 F 123.6 F
SB 72.4 E 71.1 E 70.7 E 71.9 E 71.8 E
2
Mustang Court at Southwestern
Street / Driveway CSD1
(Existing)
[TWSC]
NBL/T/R* N/A* N/A* 8.2 A 8.2 A 8.2 A 8.2 A
EBL/T/R* N/A* N/A* 9.7 A 9.8 A 9.8 A 9.9 A
WBL/T/R* N/A* N/A* 11.6 B 12.0 B 12.0 B 12.4 B
SBL/T/R* N/A* N/A* 0.0 A 0.0 B 0.0 A 0.0 A
Note: * - Intersection 2 in the 2023 Existing scenario is a free T-intersection; no delays are reported
Table 8 – Intersection LOS Analysis Results – PM Peak Hour
Intersection
(Existing / Proposed)
[Signalized / AWSC / TWSC]
Overall /
Approach /
Movement
2023 Existing 2025 No Build 2025 Build 2030 (No Build +
5 Years)
2030 (Build + 5
Years)
PM PM PM PM PM
Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS
1
SH 26 at Mustang Drive /
Mustang Court
(Existing)
[Signalized]
OVERALL 48.6 D 80.5 F 82.1 F 136.2 F 137.9 F
EB 13.5 B 13.8 B 13.8 B 14.7 B 14.7 B
WB 19.3 B 26.6 C 26.5 C 42.5 D 42.4 D
NB 226.5 F 412.7 F 422.4 F 732.8 F 742.3 F
SB 74.1 E 89.8 F 90.8 F 94.8 F 95.8 F
2
Mustang Court at Southwestern
Street / Driveway CSD1
(Existing)
[TWSC]
NBL/T/R N/A* N/A* 8.2 A 8.2 A 8.2 A 8.2 A
EBL/T/R N/A* N/A* 9.9 A 9.9 A 9.9 A 10.0 B
WBL/T/R N/A* N/A* 11.0 B 11.2 B 11.4 B 11.5 B
SBL/T/R N/A* N/A* 0.0 A 0.0 A 0.0 A 0.0 A
Note: * - Intersection 2 in the 2023 Existing scenario is a free T-intersection; no delays are reported
B. Summary of Intersection LOS Analysis Results
The results of the peak hour intersection analyses shown in Tables 7 and 8 indicate the minor movements
at the Mustang Court / Southwestern Street intersection are projected to operate at a good LOS A or B for
all scenarios. The SH 26 / Mustang Drive / Mustang Court intersection is projected to operate at a LOS E /
F in both peak hours in the year 2025 and year 2030 analysis scenarios. The addition of development trips
at the intersection does not change the overall LOS of the intersection from the No Build to the Build
scenarios; delay increases are projected to be minimal due to the additional development trips passing
through the intersection. As traffic volumes increase in the study area and along the SH 26 corridor, it will
be necessary for the City of Grapevine to update the signal timing plans to accommodate the changing
traffic demands.
XIII. ACCESS EVALUATION
As mentioned, access to the Constellation Southlake development site will be provided via one driveway
connection to Mustang Court, driveway CSD1, as the east leg of the Mustang Court / Southwestern Street
intersection. There is currently a driveway connection at this location that provides access to the industrial
tank / pipeline equipment development on the southern portion of the site. The proposed access connection
is approximately 360 feet from the Mustang Court / SH 26 intersection, which exceeds the City of
Southlake’s commercial driveway spacing standard of 100 feet along local streets.
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
- 11 -
XIV. INTERSECTION SIGHT DISTANCE EVALUATION
Intersection sight distance for the proposed site driveway connection to Mustang Court was evaluated
based on criteria set forth by the American Association of State Highway and Transportation Officials
(AASHTO), in their design manual A Policy on Geometric Design of Highways and Street (2018), also
known as the “Green Book”. AASHTO’s Green Book publishes intersection sight distance guidelines for
vehicles turning left or right from a minor access point onto a major street, or crossing the major street,
where the minor access point approach is stop-controlled at the major street.
For the proposed full access site driveway along Mustang Court, intersection sight distance guidelines for
passenger cars and combination trucks are summarized below:
• Left turn from driveway CSD1
o Passenger Cars: 355 feet
o Combination Trucks: 540 feet
• Right turn from driveway CSD1
o Passenger Cars: 290 feet
o Combination Trucks: 465 feet
• Crossing from driveway CSD1
o Passenger Cars: 290 feet
o Combination Trucks: 465 feet
Intersection sight distance calculations are based on the current assumed speed limit along Mustang Court,
30 mph, and the existing three-lane undivided cross section.
Halff did not conduct field measurements for intersection sight distance at the proposed driveway location
along Mustang Court. However, based on field observations and the latest aerial and street imagery
adjacent to the proposed development site, there appears to be adequate sight distance provided along
this roadway section at the location of the proposed site driveway to safely turn onto the roadway when an
acceptable gap in traffic is presented. In addition, this is an existing access location that currently serves
the industrial tank / pipeline equipment development on the site. Vehicles exiting the driveway are expected
to turn left towards SH 26, as a right turn movement only leads into the adjacent MBP development, and a
crossing movement only leads to an existing industrial / energy site at the west end of Southwestern Street.
Halff recommends clearing any excessive vegetation, signage, and any other large items along the east
side of Mustang Court that could impact visibility in order to maintain clear sight lines when looking in the
appropriate direction(s) from the driveway approach. Halff also recommends that the landscape and civil
plan for the development consider the minimum required sight distance at the driveway approach in its
design.
XV. CONCLUSIONS
Based on the analyses conducted for the TIA and a review of the development plans, Table 9 below
provides recommendations to accommodate projected traffic, where necessary, related to the proposed
Constellation Southlake warehouse development in Southlake, Texas.
Table 9 – Recommendations
Study
Year Recommendation Responsible
Party
2025 Install a stop sign and stop bar at the westbound site driveway approach to Mustang Court Developer
2025 Maintain clear visibility around the site driveway approach to Mustang Court Developer
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
- A -
Appendix A
–
Site Plan – Constellation
Warehouse Development
EX GASEX GASEX GASEX GASEX GASEX GASEx OHEEx FuelEx FuelEx FuelEx FuelEx FuelEx FuelEx OHESPECIAL WARRANTY DEED
MAGELLAN PIPELINE TERMINALS,
L.P.
TRACT 2A, CALLED 0.357 ACRES
DOC. NO. D211011162
O.P.R.T.C.T.
SPECIAL WARRANTY DEED
MAGELLAN PIPELINE TERMINALS, L.P.
TRACT 2B, CALLED 1.250 ACRES
DOC. NO. D211011162
O.P.R.T.C.T.
SPECIAL WARRANTY DEED
MAGELLAN PIPELINE TERMINALS, L.P.
TRACT 4, CALLED 14.645 ACRES
DOC. NO. D211011162
O.P.R.T.C.T.
LOT 1
EXPLORER ADDITION
DOC. NO. D220044871
O.R.T.C.T.
SPECIAL WARRANTY DEED
EXPLORER PIPELINE COMPANY
CALLED 15.6 ACRES
VOL. 5140, PG. 424
D.R.T.C.T.
GENERAL WARRANTY DEED
WITH VENDOR'S LIEN
MAURO MARTINEZ AND
IRMA MALDONADO
CALLED 0.50 ACRES
DOC. NO. D218210357
O.P.R.T.C.T.
GENERAL WARRANTY DEED
WITH VENDOR'S LIEN
JTK DYER GROUP LLC
CALLED 0.50 ACRES
DOC. NO. D218199772
O.P.R.T.C.T.
WARRANTY DEED WITH
VENDOR'S LIEN
REXANA E. OSTUNI
CALLED 0.50 ACRES
VOL. 1650, PG. 121
O.R.T.C.T.
WARRANTY DEED WITH
VENDOR'S LIEN
RALPH K. NEWTON
CALLED 0.502 ACRES
VOL. 12445, PG. 1497
O.R.T.C.T.
GENERAL WARRANTY
DEED WITH VENDOR'S LIEN
ROSALBA RAMIREZ
CALLED 0.500 ACRES
DOC. NO. D218033179
O.P.R.T.C.T.
GENERAL WARRANTY
DEED JENNIFER WANG
CALLED 0.50 ACRES
DOC. NO. D217279049
O.P.R.T.C.T.
SPECIAL WARRANTY DEED
EUSTOLIO C. GUTIERREZ AND DIANA
GUTIERREZ, CO-TRUSTEES,
OR THEIR SUCCESSOR(S), OF THE TOLO AND
DIANA GUTIERREZ TRUST
CALLED 0.50 ACRES
DOC. NO. D205088912
O.R.T.C.T.
LOT 9, H. DECKER
NO. 438 ADDITION
DOC. NO. D210108188
O.R.T.C.T.
WARRANTY DEED WITH
VENDOR'S LIEN
MARK D. WILLOUGHBY AND
WIFE, TRACY V. WILLOUGHBY
VOL. 10439, PG. 999
O.R.T.C.T.
LOT 8, H. DECKER
NO. 438 ADDITION
DOC. NO. D210108187
O.R.T.C.T.
WARRANTY DEED WITH
VENDOR'S LIEN
ZEM PROPERTIES, INC.
TRACT I
DOC. NO. D202115321
O.R.T.C.T.
WARRANTY DEED WITH
VENDOR'S LIEN
ZEM PROPERTIES, INC.
TRACT II
DOC. NO. D202115321
O.R.T.C.T.S01°07'02"E 1187.96'N00°53'45"W 1424.78'N89°23'47"E 958.92'S01°07'02"E 1187.96'LOT 1, BLOCK 1
FINA ADDITION
CAB. A, SLIDE 1476
P.R.T.C.T.
15' BUILDING SETBACK
10' BUILDING SETBACK
15' BUILDING SETBACK
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL
FLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL
FL
FL FL FL FL FL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLSPECIAL WARRANTY
DEED
EXPLORER PIPELINE
COMPANY
CALLED 15.6 ACRES
VOL.5140, PG. 424
D.R.T.C.T.
SPECIAL WARRANTY DEED
MAGELLAN PIPELINE TERMINALS, L.P.
TRACT 3, CALLED 0.483 ACRES
DOC.NO. D211011162
O.P.R.T.C.T.FLFLFLFLFLFLFLFLFLFLFLFLFLBUILDING 3
102,957 SF
FFE = 601.00
BUILDING 2
188,132 SF
FFE = 605.75
BUILDING 1
134,401 SF
FFE = 608.75 BUILDING 4
120,840 SF
FFE = 604.00
CO
CO
CO
CO
3
2
4
11
9
2
7
9
9
12
5
2
2
9
5
5 9
99
9 3
3
5 18'26'18'5'535'751'427'20'26.5'5'18'26'18'
5.5' SIDEWALK
5'
250'117'240'26'117'
5'
5.5' SIDEWALK
18'26'18'11.7'9' (TYP.)9' (TYP.)9' (TYP.)9' (TYP.)9' (TYP.)9' (TYP.)
9' (TYP.)
9' (TYP.)
56' R
30' R
30' R
30' R
30' R
30' R
5
ZONED = I2
L.U.D.= INDUSTRIAL
ZONED = I2
L.U.D.= INDUSTRIAL
ZONED = MH
L.U.D.= INDUSTRIAL
ZONED = MH
L.U.D.= INDUSTRIAL
ZONED = MH
L.U.D.= INDUSTRIAL
ZONED = MH
L.U.D.= INDUSTRIAL
ZONED = MH
L.U.D.= INDUSTRIAL
ZONED = MH
L.U.D.= INDUSTRIAL
ZONED = MH
L.U.D.= INDUSTRIAL
ZONED = MH
L.U.D.= INDUSTRIAL
ZONED = MH
L.U.D.= INDUSTRIAL
ZONED = MH
L.U.D.= INDUSTRIAL
ZONED = MH
L.U.D.= INDUSTRIAL
ZONED = MH
L.U.D.= INDUSTRIAL
1212
10
9
2
11
11 3
3 11
11
7
12
12
12
12
12
2
1111
11
11
11
12
12
12
11
12
9
PROP. 10'x50' (TYP.)
LOADING SPACE
BEGIN PROP.
RETAINING WALL
HEIGHT ± 1.0 FT
END PROP.
RETAINING WALL
HEIGHT ± 2.5 FT
PROP. RETAINING WALL
HEIGHT ± 16.5 FT
PROP. RETAINING WALL
HEIGHT ± 14.5 FT
PROP. 10'x50' (TYP.)
LOADING SPACE
PROP. 10'x50' (TYP.)
LOADING SPACE
PROP. 10'x50' (TYP.)
LOADING SPACE26' FIRE LANE26' FIRE LANE26' FIRE LANE26' FIRE LANE
26' FIRE LANE
10' CURB INLET
8-GRATE INLET
8-GRATE INLET
3-GRATE INLET
2-GRATE INLET
2-GRATE INLET
2-GRATE INLET
8-GRATE INLET
8-GRATE INLET
8-GRATE INLET
8-GRATE INLET
6-GRATE INLET
5' CURB INLET
2-GRATE INLET
2-GRATE INLET
5' CURB INLET
5' CURB INLET
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
10' TYPE F1 BUFFER YARD
5' TYPE A BUFFER YARD
10' TYPE A BUFFER YARD
EXISTING FH
EXISTING FH
PROPOSED
DUMPSTER
LOCATION
PROPOSED
DUMPSTER
LOCATION
PROPOSED FDC
CONNECT TO
EXISTING CONC.
ACCESS ROAD
PROPOSED FDCPROPOSED FDC
PROPOSED FDC
PROPOSED 2"
DOM. WTR METER
PROPOSED 2"
DOM. WTR METER
PROPOSED SSMH
PROPOSED SSMH
PROPOSED SSMH PROPOSED SSMH
PROP. 10' SANITARY
SEWER EASEMENT
PROP. 10' WATER
EASEMENT
PROP. 10' WATER
EASEMENT
PROP. 10' WATER
EASEMENT
PROP. 10' SANITARY
SEWER EASEMENT13.5'26'12'5'18'26'18'5'11.5'18'26'18'8'503'5'PROP. 10' WATER
EASEMENT
PROP. 10' WATER
EASEMENT
12
R=3' (TYP.)
30' R30' R
30' R
30' RR=3' (TYP.)
15' R
15' R15' R
R=3' (TYP.)
10' R
30' R
10' R
30' R
30' R10' R
30' R
56' R
56' R
10' R
30' R
10' R
100' R
R=3' (TYP.)
R=3' (TYP.)
9' (TYP.)26' FIRE LANE
PROPOSED 2-WAY SSCO
PROPOSED 2-WAY SSCOPROPOSED 2-WAY SSCO
PROPOSED 2-WAY SSCO
5.5' SIDEWALK
10' SIDEWALK
5.5' SIDEWALK
10' SIDEWALK
5.5' SIDEWALK
10' SIDEWALK
10' SIDEWALK
5.5' SIDEWALK
10' SIDEWALK
PROP. RETAINING WALL
HEIGHT ± 16.7 FT
PROPOSED 8 FT SOLID
WOOD SCREEN FENCE
PROPOSED 8 FT SOLID
WOOD SCREEN FENCE
30'R
15' R
25' R
25' R
30' R
30' R
30' R
25' R 25' R
100' R
13' (TYP.)
13' (TYP.)13' (TYP.)13' (TYP.)13' (TYP.)
20' R
EASEMENT
THE SHAMROCK PIPE
LINE CORPORATION
30' WIDE EASEMENT
VOL.13739, PG. 506
O.R.T.C.T.
PIPELINE EASEMENT
CONOCO PIPE LINE
COMPANY
30' EASEMENT
VOL.9486, PG. 185
O.R.T.C.T.
PRIVATE ROADWAY
AGREEMENT
CONOCOPHILLIPS COMPANY
MAGELLAN TERMINALS
HOLDINGS, L.P.
ALON USA REFINING, INC.
50' EASEMENT
DOC.NO. D208448489
O.R.T.C.T.
EASEMENT AGREEMENT
THE CITY OF SOUTHLAKE
WATER PIPELINE
DOC.NO. D220005858
O.R.T.C.T.
0 50'100'
GRAPHIC SCALE - 1"=50'
C1.01
SITE PLAN
FILE NAME: A:\54000s\54443\001\LD\CADD\Sheets\C100-SP-54443.dwg DATE: July 31, 2023, TIME: 11:18 AM, USER: ah4569 AVO: 54443SHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54443
JULY, 2023
CAD
KEF
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200CONSTELLATIONSOUTHLAKESOUTHLAKE, TEXASTARRENT COUNTYPRELIMINARY
KAYLIE E. FLYNN 135900
P.E. NO.
7/31/23DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPELS FIRM #F-312
N
MATCH LINE
SEE SHEET C1.02
VICINITY MAP
6" THICK, 3000 PSI CONCRETE
PAVEMENT WITH #3 BARS @ 18"
O.C.E.W. OVER X" LIME STABILIZED
SUBGRADE PER GEOTECH REPORT
5" THICK, 3000 PSI CONCRETE
PAVEMENT WITH #3 BARS @ 18"
O.C.E.W. OVER SCARIFIED
COMPACTED SUBGRADE
7" THICK, 3000 PSI CONCRETE
PAVEMENT WITH #3 BARS @ 18"
O.C.E.W. OVER 6" LIME STABILIZED
SUBGRADE PER GEOTECH REPORT
NOTE: ALL CURBS ARE 6" UNLESS NOTED OTHERWISE.
FIRE LANE
ENGINEER:
HALFF ASSOCIATES, INC.
1201 N BOWSER RD
RICHARDSON, TX 75081
CONTACT: KAYLIE FLYNN, PE
(214) 937-3923
KFLYNN@HALFF.COM
SITE PLAN
CONSTELLATION SOUTHLAKE
TRACT 1, 2a, 2b, 3 & 4
33.71 ACRES
SITUATED IN THE
H. DECKER SURVEY ABSTRACT NO. 438
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
JULY, 2023
OWNER/DEVELOPER:
CONSTELLATION REAL ESTATE
PARTNERS
2021 MCKINNEY AVE, SUITE 300
DALLAS, TX 75201
CONTACT: JOHN DELVAC
(214) 814-4312
JOHND@CONSTELLATIONREP.COM
LANDSCAPE
BUFFER YARD
BUILDING ENTRANCE/EXIT
EXISTING LEGEND:
MAJOR CONTOUR LINE
FENCE
IRRIGATION CONTROL VALVE
FIRE HYDRANT
SIGN
LIGHT POLE
SANITARY SEWER MANHOLE
ELECTRIC METER
SANITARY SEWER CLEANOUT
WATER LINE
GAS LINE
MINOR CONTOUR LINE
PROPERTY LINE
OVERHEAD ELECTRIC
WATER METER
WATER VALVE
VAULT
FIRE DEPARTMENT CONNECTION
GUY WIRE
POWER POLE
GAS METER
SANITARY SEWER LINE
STORM SEWER LINE
LOT LINE
EASEMENT LINE
CURB INLET
ELECTRIC PULL BOX
ELECTRIC JUNCTION BOX
GAS VALVE
PROPOSED LEGEND:
PROPOSED SANITARY SEWER MANHOLE
PROPOSED FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
DOMESTIC WATER METER
PROPOSED CLEANOUTCO
GRATE INLET
CURB INLET
PROPOSED FENCE LINE
FL
Figure 2-1 - Site Plan
EX G
A
S
EX G
A
S EX GASEX GASEX GASEX GASEx FuelEx FuelEx FuelEx FuelEx FuelEx FuelEx O
H
E
Ex O
H
E Ex OHEEx OHESPECIAL WARRANTY DEED
MAGELLAN PIPELINE TERMINALS, L.P.
TRACT 1, CALLED 16.800 ACRES
DOC. NO. D211011162
O.P.R.T.C.T.
LOT 1
EXPLORER ADDITION
DOC. NO. D220044871
O.R.T.C.T.
LOT 1, BLOCK 1,
MUSTANG BUSINESS PARK
DOC. NO. D222280817
O.P.R.T.C.T.
DEE
D
DAL
L
A
S
A
R
E
A
R
A
PI
D
T
R
A
N
SI
T
P
R
O
P
E
R
T
Y
A
C
Q
UI
SI
TI
O
N
C
O
R
P
O
R
A
TI
O
N
CAL
L
E
D
1
0
0'
WI
D
E
VOL.
1
0
1
4
6,
P
G.
6
4
0
O.R.
T.
C.
T.
SPECIAL WARRANTY DEED
MAGELLAN PIPELINE
TERMINALS, L.P.
TRACT 5, CALLED 0.167
ACRES
DOC.NO. D211011162
O.P.R.T.C.T.
WARRANTY DEED
JOE L. WRIGHT,
TRUSTEE
REMAINDER OF A
CALLED 30.750 ACRES
VOL.8060, PG. 27
D.R.T.C.T.
N82°16'25"E
46.86'N37°47'09"E55.71'N00°53'45"W 1424.78'S53°
5
2'
2
3"
W
1
0
5
1.
6
9'N36°09
'38
"W36.74
'S06°26'25"E46.62'S37°47'09"W
54.23'N00°53'45"W117.46'S01°07'02"E 1187.96'15' BUILDING SETBACK
50' BUILDING SETBACK
15' BUILDING
SETBACKFLFLFL
FLFLFLFL FL FL FL FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL FL
FLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL
FL
FL
FL FLFLFLFLFLFLFLFLFLF
L
FL
FL
FL
FL
FL
C1C
2
C3
CURVE DATA
CURVE No.
C1
C2
C3
LENGTH
103.12'
115.45'
130.30'
RADIUS
175.00'
832.00'
832.00'
Δ
33°45'41"
7°57'02"
8°58'24"
CHD LENGTH
101.63'
115.36'
130.17'
CHD BEARING
N20° 54' 19"E
N51° 56' 22"W
N40° 38' 50"W
BUILDING 3
102,957 SF
FFE = 601.00
BUILDING 2
188,132 SF
FFE = 605.75
PRO
P
O
S
E
D
D
E
T
E
N
TI
O
N
P
O
N
D
8
9 5
9
9
9
13
2
12
6
6
2
10
12
751'427'12'90'30'124.5
'
14.8'18'26'18'
5'
240'117'250'
5'
18'26'18'5'26.5'20.5'
24'
5.5' SIDEWALK5.5' SIDEWALK
26'117'9' (TYP.)9' (TYP.)9' (TYP.)9' (TYP.)9' (TYP.)100' R
130' R
30' R
130' R
40' R
ZONED = I1
L.U.D.= INDUSTRIAL
9
12
12
12 2
12
2
PROP. 10'x50' (TYP.)
LOADING SPACE
BEGIN PROP.
RETAINING WALL
HEIGHT ± 4.0 FT
END PROP.
RETAINING WALL
HEIGHT ± 4.0 FT
END PROP.
RETAINING WALL
HEIGHT ± 5.0 FT
BEGIN PROP.
RETAINING WALL
HEIGHT ± 3.0 FT
PROP. RETAINING
WALL HEIGHT ± 7.0 FT
PROP. 10'x50' (TYP.)
LOADING SPACE
26' FIRE LANE30' FI
R
E
L
A
N
E 26' FIRE LANE2-GRATE INLET
4'x10' TYPE SW-0
HEADWALL
8-GRATE INLET
8-GRATE INLET
10' CURB INLET
15' CURB INLET
5' CURB INLET
10' CURB INLET
4' CONC.
FLUME
2-GRATE INLET
5' CURB INLET
PROPOSED FH
PROPOSED FH
PROPOSED FH
5' TYPE A BUFFER YARD
5' TYPE A BUFFER YARD
EXISTING FH
EXISTING FH
EXISTING FH
EXISTING FH
CONNECT TO
EXISTING
ACCESS ROAD
PROPOSED FH
EXIST. 15' SANITARY
SEWER EASEMENT
24'30'PROP. 10' WATER
EASEMENT
PROP. 10' WATER
EASEMENT
12
12
12
10
2
130' R
5' R
10' R
25' R
30' R
5' R
10' R 10' R
10' R60'R 3 0 'R
10' R
30' R
60' R
15' R
15' R
30' R
3
0
'
30' R
CONNECT TO
EXISTING CONC.
ACCESS ROAD 100'
5.5' SIDEWALK
10' SIDEWALK
10' SIDEWALK
5.5' SIDEWALK
10' SIDEWALK
26' FIRE LANE70.5'72.7
'45.3
'100'5.5
'9.0
'119'100'
18.39' TO EX. FH
(100'
RI
G
H
T-
O
F-
W
A
Y)IRA E.
W
O
O
D
S
A
V
E
N
U
E
(STA
T
E
HI
G
H
W
A
Y
2
6)MUSTANG
COUR
T
(
6
4
'
R
IGH
T
-O
F
-WAY
)SOUTHWESTERNST 30'
R
100' R
30' R
30' R 30' R
51' R
30' R
10' R
13' (TYP.)13' (TYP.)13' (TYP.)1010
132.4' STACKINGRIGHT OF WAY AGREEMENT
EXPLORER PIPELINE COMPANY
30' WIDE EASEMENT
VOL.9205, PG. 1030
D.R.T.C.T.
EASEMENT
THE SHAMROCK PIPE
LINE CORPORATION
30' WIDE EASEMENT
VOL.13739, PG. 506
O.R.T.C.T.
EASEMENT AND
RIGHT-OF-WAY
TEXAS POWER & LIGHT
COMPANY
VOL.7249, PG. 267
D.R.T.C.T.
10' TYPE D BUFFER YARD
15' CURB INLET
5' CURB INLET
C1.02
SITE PLAN
0 50'100'
GRAPHIC SCALE - 1"=50'FILE NAME: A:\54000s\54443\001\LD\CADD\Sheets\C100-SP-54443.dwg DATE: July 31, 2023, TIME: 11:19 AM, USER: ah4569 AVO: 54443SHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54443
JULY, 2023
CAD
KEF
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200CONSTELLATIONSOUTHLAKESOUTHLAKE, TEXASTARRENT COUNTYPRELIMINARY
KAYLIE E. FLYNN 135900
P.E. NO.
7/31/23DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPELS FIRM #F-312
N
MATCH LINE
SEE SHEET C1.01
ENGINEER:
HALFF ASSOCIATES, INC.
1201 N BOWSER RD
RICHARDSON, TX 75081
CONTACT: KAYLIE FLYNN, PE
(214) 937-3923
KFLYNN@HALFF.COM
SITE PLAN
CONSTELLATION SOUTHLAKE
TRACT 1, 2a, 2b, 3 & 4
33.71 ACRES
SITUATED IN THE
H. DECKER SURVEY ABSTRACT NO. 438
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
JULY, 2023
OWNER/DEVELOPER:
CONSTELLATION REAL ESTATE
PARTNERS
2021 MCKINNEY AVE, SUITE 300
DALLAS, TX 75201
CONTACT: JOHN DELVAC
(214) 814-4312
JOHND@CONSTELLATIONREP.COM
EXISTING LEGEND:
MAJOR CONTOUR LINE
FENCE
IRRIGATION CONTROL VALVE
FIRE HYDRANT
SIGN
LIGHT POLE
SANITARY SEWER MANHOLE
ELECTRIC METER
SANITARY SEWER CLEANOUT
WATER LINE
GAS LINE
MINOR CONTOUR LINE
PROPERTY LINE
OVERHEAD ELECTRIC
WATER METER
WATER VALVE
VAULT
FIRE DEPARTMENT CONNECTION
GUY WIRE
POWER POLE
GAS METER
SANITARY SEWER LINE
STORM SEWER LINE
LOT LINE
EASEMENT LINE
CURB INLET
ELECTRIC PULL BOX
ELECTRIC JUNCTION BOX
GAS VALVE
SUMMARY CHART - INTERIOR LANDSCAPE
LANDSCAPE
AREA
% OF AREA IN
FRONT OR
SIDE
CANOPY
TREES
ACCENT
TREES SHRUBS GROUND
COVER (SF)
SEASONAL
COLOR (SF)
REQUIRED 81,785 SF 75%164 328 2,045 12,268 1,624
PROVIDED 148,500 SF 75%190 368 2,215 17,142 1,800
PARKING ANALYSIS CHART
PROPOSED USE
PROPOSED
AREA (SF)
PARKING REQ'D
RATIO SPACES
BUILDING 1:
BUILDING AREA:134,401
OFFICE AREA:13,450 1:300 44.8
WARHOUSE AREA:120,951 1:1000 121.0
BUILDING 2:
BUILDING AREA:188,132
OFFICE AREA:18,820 1:300 62.7
WAREHOUSE AREA:169,312 1:1000 169.3
BUILDING 3:
BUILDING AREA:102,957
OFFICE AREA:10,300 1:300 34.3
WAREHOUSE AREA:92,657 1:1000 92.7
BUILINDG 4:
BUILDING AREA:120,840
OFFICE AREA:12,100 1:300 40.3
WAREHOUSE AREA:108,740 1:1000 108.7
TOTAL PARKING REQUIRED:674
PARKING PROVIDED:686
HANDICAP PARKING REQUIRED:14
HANDICAP PARKING PROVIDED:20
SUMMARY CHART - SITE DATA
EXISTING PROPOSED
ZONING I2 I2
LAND USE DESIGNATION HEAVY INDUSTRIAL HEAVY INDUSTRIAL
GROSS/NET ACREAGE 1,468,218 SF (33.71 AC)1,468,218 SF (33.71 AC)
NUMBER OF PROPOSED LOTS 6 1
SITE COVERAGE (%)45.85%77.50%
AREA OF IMPERVIOUS COVERAGE SF (%)673,157 SF (45.85%)1,137,915 SF (77.50%)
AREA OF OPEN SPACE SF/(%)795,061 SF (54.15%)330,303 SF (22.50%)
TOTAL BUILDING/FLOOR AREA N/A 546,330 SF
NUMBER OF STORIES N/A 1
BUILDING HEIGHT(S)N/A 35 FT
REQUIRED LOADING SPACES N/A 28
PROVIDED LOADING SPACES N/A 121
*NOTE ANY CREDITS USED IN CALCULATIONS
A. REQUIREMENTS REDUCED BY 20% DUE TO DOUBLING OF BUFFER
DEPTH
B. ALL CANOPY TREES REQUIRED AND SOME OF THE ACCENT TREES
REQUIRED SATISFIED BY EXISTING TREE CREDITS.
VICINITY MAP
6" THICK, 3000 PSI CONCRETE
PAVEMENT WITH #3 BARS @ 18"
O.C.E.W. OVER X" LIME STABILIZED
SUBGRADE PER GEOTECH REPORT
5" THICK, 3000 PSI CONCRETE
PAVEMENT WITH #3 BARS @ 18"
O.C.E.W. OVER SCARIFIED
COMPACTED SUBGRADE
7" THICK, 3000 PSI CONCRETE
PAVEMENT WITH #3 BARS @ 18"
O.C.E.W. OVER 6" LIME STABILIZED
SUBGRADE PER GEOTECH REPORT
NOTE: ALL CURBS ARE 6" UNLESS NOTED OTHERWISE.
FL FIRE LANE
LANDSCAPE
BUFFER YARD
BUILDING ENTRANCE/EXIT
PROPOSED LEGEND:
PROPOSED SANITARY SEWER MANHOLE
PROPOSED FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
DOMESTIC WATER METER
PROPOSED CLEANOUTCO
GRATE INLET
CURB INLET
PROPOSED FENCE LINE
BENCH MARK LIST
BENCHMARK #1: 304
SNTP - NAIL IN TOP OF PVMT
N = 7,021,375.5421
E = 2,392,839.3138
ELEV. = 595.96
BENCHMARK #2: 309
SNTP - NAIL IN TOP OF PVMT
N = 7,022,758.0460
E = 2,393,284.3600
ELEV.= 602.84
SUMMARY CHART- BUFFER YARD
LOCATION/LENGTH PROVIDED BUFFERYARD
WIDTH/TYPE
REQUIRED BUFFERYARD
WIDTH/TYPE
NORTH - 960'5 FT/ TYPE A 5 FT/ TYPE A
EAST - 1,187.96'5 FT/ TYPE A 5 FT/ TYPE A
WEST - 765.44'5 FT/ TYPE A 5 FT / TYPE A
WEST - 865'10 FT / TYPE F1 10 FT/ TYPE F1
SOUTH - HWY 26 /
1,051.69'10FT/ TYPE D 10 FT/ TYPE D
Figure 2-2 - Site Plan
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
- B -
Appendix B
–
Mustang Business Park TIA Report
– Supplemental Information
Traffic Impact Analysis
ZA20-0067
Mustang Business Park
Southlake, Texas
Initial Submission: February 1, 2021
Second Submission: March 16, 2021
Third Submission: April 2, 2021
Updated Submission: May 3, 2021
Kimley-Horn and Associates, Inc.
Dallas, Texas
Project #067806210
Registered Firm F-928
Traffic Impact Analysis
ZA20-0067
Mustang Business Park
Southlake, Texas
Prepared by:
Kimley-Horn and Associates, Inc.
13455 Noel Road, Two Galleria Tower, Suite 700
Dallas, Texas 75240
Registered Firm F-928
Contact:
Scot Johnson, P.E., PTOE
Jake Halter, EIT
972-770-1300
Initial Submission: February 1, 2021
Second Submission: March 16, 2021
Third Submission: April 2, 2021
Updated Submission: May 3, 2021
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kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300
TABLE OF CONTENTS
EXECUTIVE SUMMARY .......................................................................................................... iii
I. INTRODUCTION ................................................................................................................. 1
A. PURPOSE ............................................................................................................................ 1
B. METHODOLOGY ................................................................................................................... 1
II. EXISTING AND FUTURE AREA CONDITIONS ................................................................... 3
A. ROADWAY CHARACTERISTICS ............................................................................................... 3
B. EXISTING STUDY AREA ......................................................................................................... 3
C. PROPOSED SITE IMPROVEMENTS ........................................................................................... 3
D. EXISTING TRAFFIC VOLUMES ................................................................................................. 3
III. PROJECT TRAFFIC CHARACTERISTICS .......................................................................... 7
A. SITE-GENERATED TRAFFIC ................................................................................................... 7
B. TRIP DISTRIBUTION AND ASSIGNMENT .................................................................................... 8
C. DEVELOPMENT OF 2023 BACKGROUND TRAFFIC ..................................................................... 8
D. DEVELOPMENT OF 2023 TOTAL TRAFFIC ................................................................................ 9
E. DEVELOPMENT OF 2028 BACKGROUND AND TOTAL TRAFFIC .................................................... 9
IV. ALL-WAY STOP-CONTROL ANALYSIS ............................................................................ 13
V. TRAFFIC OPERATIONS ANALYSIS ................................................................................. 15
A. ANALYSIS METHODOLOGY .................................................................................................. 15
B. ANALYSIS RESULTS ............................................................................................................ 15
C. 2021 EXISTING TRAFFIC OPERATIONS ................................................................................. 16
D. 2023 BACKGROUND TRAFFIC OPERATIONS .......................................................................... 17
E. 2023 BACKGROUND PLUS SITE-GENERATED TRAFFIC OPERATIONS ........................................ 17
F. 2028 BACKGROUND TRAFFIC OPERATIONS .......................................................................... 18
G. 2028 BACKGROUND PLUS SITE-GENERATED TRAFFIC OPERATIONS ........................................ 18
H. INTERNAL SITE TRAFFIC OPERATIONS .................................................................................. 18
I. INTERNAL STACKING DISTANCE ........................................................................................... 19
VI. ALTERNATE TRAFFIC OPERATIONS ANALYSIS ............................................................ 20
VII. CONCLUSIONS AND RECOMMENDATIONS ................................................................... 21
APPENDIX A ........................................................................................................................... 22
A. ROADWAY CHARACTERISTICS ............................................................................................. 22
APPENDIX B ........................................................................................................................... 23
A. ANALYSIS METHODOLOGY .................................................................................................. 23
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kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300
LIST OF EXHIBITS
EXHIBIT 1: VICINITY MAP ................................................................................................................... 2
EXHIBIT 2: CONCEPTUAL SITE PLAN ................................................................................................... 2
EXHIBIT 3: LANE ASSIGNMENTS AND INTERSECTION CONTROL .............................................................. 6
EXHIBIT 4: 2021 EXISTING TRAFFIC VOLUMES ..................................................................................... 6
EXHIBIT 5: TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT .................................................................. 10
EXHIBIT 6: SITE-GENERATED TRAFFIC VOLUMES ............................................................................... 10
EXHIBIT 7: 2023 BACKGROUND TRAFFIC VOLUMES ............................................................................ 11
EXHIBIT 8: 2023 BACKGROUND PLUS-SITE GENERATED TRAFFIC VOLUMES ......................................... 11
EXHIBIT 9: 2028 BACKGROUND TRAFFIC VOLUMES ............................................................................ 12
EXHIBIT 10: 2028 BACKGROUND PLUS-SITE GENERATED TRAFFIC VOLUMES ....................................... 12
LIST OF TABLES
TABLE 1 – TRIP GENERATION ............................................................................................................ 8
TABLE 2 – ALL-WAY STOP-CONTROL WARRANT ANALYSIS ................................................................ 14
TABLE 3 – TRAFFIC OPERATIONAL RESULTS – WEEKDAY AM PEAK HOUR ........................................... 16
TABLE 4 – TRAFFIC OPERATIONAL RESULTS – WEEKDAY PM PEAK HOUR ........................................... 16
TABLE 5 – TRAFFIC OPERATIONAL RESULTS – ALTERNATIVE AWSC ANALYSIS ..................................... 20
TABLE 6 – LEVEL OF SERVICE DEFINITIONS ....................................................................................... 23
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kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300
EXECUTIVE SUMMARY
May 2021 Update Note: To address comments provided by the City of Southlake Planning and
Zoning Commission, the Mustang Business Park development plan has been updated so that
there are no requested exceptions. The building height and stacking space exceptions have
been eliminated from the request.
April 2021 Update Note: To address comments provided by the City of Southlake, the Mustang
Business Park development plan and the accompanying Traffic Impact Analysis were revised.
The changes included minor typographical corrections and slight adjustments in signal timings
to ensure that the background scenario timing matches the timing for the total traffic scenario.
The update also includes explanations throughout the report to address various concerns from
the neighboring developments.
March 2021 Update Note: To address comments provided by the City of Southlake, the
Mustang Business Park development plan and the accompanying Traffic Impact Analysis were
revised. The three major areas addressed were site parking concerns, the operation and
configuration of the intersection of Mustang Court and Southwestern Street, and the internal
traffic operations of the site.
The proposed Mustang Business Park development is located northwest of the intersection of
Mustang Court and SH 26 in Southlake, Texas. The site is proposed to be built with 341,000
SF of industrial warehousing uses. This study is intended to identify traffic generation
characteristics, identify potential traffic related impacts on the local street system, and to
develop mitigation measures required for identified impacts.
The following existing intersections were selected to be part of this study:
▪ SH 26 at Mustang Drive/Mustang Court
▪ Southwestern Street at Mustang Court
The site will have access to a proposed extension of Mustang Court into the development, and
it will have six driveways accessing Mustang Court. Each of these paths converge at the
intersection of Southwestern Street and Mustang Cou rt, so this analysis analyzed the
intersection of Southwestern Street and Mustang Cou rt in lieu of the individual driveway
intersections with Mustang Court. The traffic operations at the driveways will be as good as or
better than the operations at the int ersection of Southwestern Street and Mustang Court. The
site also has emergency access to Woodsey Court. This access point will be gated and will not
be used for site traffic.
There are not expected to be any queues developing on the property. In both pea k hours, the
rate of vehicles entering the property is less than one per minute, and the rate of vehicles exiting
the property is likewise less than one per minute. The rate of trucks entering and exiting the
property is nearly one per six minutes. Each of the site driveways will experience fewer vehicles
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kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300
than the intersection of Southwest Street and Mustang Court, so the low-delay and short-queue
operating conditions of Southwest Street can be expected at each of the site driveways.
Therefore, there are not expected to be queueing problems at any on -site movement or
approach.
Each of the driveways along Mustang Court for the Mustang Bu siness Park development meet
the required 150’ stacking distance. The proposed site plan satisfies the requirement of the City
of Southlake.
Traffic operations were analyzed at the study intersections for existing volumes, 2023 and 2028
background traffic volumes, and 2023 and 2028 background plus site-generated traffic volumes.
The future years correspond to the expected buildout year of the site and a key future study
year. Conditions were analyzed for the weekday AM and PM peak hours.
The Mustang Business Park development is expected to generate approximately 66 new
weekday AM peak hour one -way vehicle trips and 69 new weekday PM peak hour one-way
vehicle trips at buildout. The distribution of the site -generated traffic volumes onto the street
system was based on the surrounding roadway network, existing traffic patter ns, and the
project's proposed access location s.
Based on the analysis presented in this report, the proposed Mustang Business Park
development can be successfully incorporated into the surrounding roadway network. The
proposed site driveways provide the appropriate level of access for the development. The site -
generated traffic does not have a disproportionate effect on the existing vehicle traffic
operations. No improvements to the external roadway network are required for the site.
The intersection of Mustang Court and Southwestern Street does not meet All-Way STOP-
Control traffic volume warrants with existing or future volumes, so the intersection should be
signed as Two-Way STOP-Control. Mustang Court has higher traffic volumes currently and in
the future scenarios, so it should be designated as the main road, and Southwestern Street
should be STOP-Controlled. Mustang Road also travels over t he railroad tracks to the southeast
of the intersection, so it is desirable to have the northwestbound approach of Mustang Court be
a free, unstopped movement to avoid a situation in which vehicles may queue across the
railroad tracks.
In response to comments provided by the City of Southlake regarding the amount of proposed
parking, the parking totals for the Mustang Business Park development have been revised. The
City sets forth its parking requirements in Section 35 of its Land Development Code. The Land
Development Code establishes parking minimums but does not limit the number of spaces a
development may have . For warehousing uses, the minimum number of required parking
spaces is found in Section 35.b(10). The minimum is calculated as 1 space per 1,0 00 square
feet of under-roof industrial area and 1 space per each 300 square feet of under -roof office area.
The number of required parking spaces for the Mustang Business Park development is 3 89
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kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300
spaces, and the development provides 392 spaces. Therefore, the development as proposed
satisfies the parking requirements of the City of Southlake Land Development Code and does
not provide significantly more than the code requires .
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kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300
I. INTRODUCTION
A. Purpose
Kimley-Horn was retained to conduct a Traffic Impact Analysis (TIA) of future traffic
conditions associated with the development of the Mustang Business Park located
northwest of the intersection of Mustang Court and SH 26 . A site vicinity map is provided
as Exhibit 1. Exhibit 2 shows the proposed conceptual site plan. This study is intended
to identify traffic generation characteristics, identify potential traffic related impacts on the
local street system, and to develop mitigation measures required for identified impacts .
B. Methodology
Traffic operations were analyzed at the study inters ections for AM and PM peak hours for
the following scenarios:
▪ 2021 existing traffic
▪ 2023 background traffic
▪ 2023 background plus site traffic
▪ 2028 background traffic
▪ 2028 background plus site traffic
The capacity analyses were conducted using the SynchroTM software package and its
associated Intersection reports for signalized intersections and Highway Capacity Manual
reports for unsignalized intersections.
LEGEND:
= Study Intersection
EXHIBIT 2
Conceptual Site Plan Not To Scale
EXHIBIT 1
Vicinity Map
North
Not To Scale
North
Mustang Drive
SITE
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kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300
II. EXISTING AND FUTURE AREA CONDITIONS
A. Roadway Characteristics
The following signalized intersection was evaluated as part of this study:
▪ SH 26 at Mustang Drive/Mustang Court
The following unsignalized intersection was evaluated as part of this study:
▪ Southwestern Street at Mustang Court
The major study area roadways are described in Appendix A. Exhibit 3 illustrates the
intersection geometry used for the traffic analysis.
B. Existing Study Area
The property is zoned as Light Industrial, and the Future Land Use is designated as
Industrial. The property is currently undeveloped.
C. Proposed Site Improvements
The development as proposed includes 341,000 SF of industrial warehousing uses.
As shown in Exhibit 3, the site has one access point to the external street network.
Mustang Court will be extended through the site, and there will be six driveways which
access Mustang Court, but all will feed into the intersection of Mustang Court and
Southwestern Street. Mustang Court will be a private street northwest of Southwestern
Street.
Intersection sight distance at the proposed driveways will be acceptable, with each on
relatively the flat, straight, and low-speed segment of Mustang Court that runs through the
site.
The development has an emergency access point to Woodsey Court. This access point
will be gated and will not be used for site traff ic.
D. Existing Traffic Volumes
24-hour machine counts were collected near the site on SH 26. The raw count sheets, as
well as a comparison between the 24 -hour volumes collected and previous 24-hour
counts, are provided in Volume 2 of this report. The heavy vehicle percentages were
included with the traffic counts and used for this analysis. Where site generated traffic was
present, the heavy vehicle percentages were adjusted accordingly, as explained later in
this report.
The 24-hour count showed the daily volume on the roadway link as follows:
• SH 26: 28,869 vehicles per day (vpd), 30% lower than the 2019 traffic volumes taken
at the same location
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kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300
Due to the lowered traffic volumes due to the circumstances surrounding COVID -19, the
peak hours of the traffic counts along SH 26 and Mustang Court/Drive were compared to
find an appropriate adjustment factor.
▪ SH 26 NB
• 2019 TxDOT Traffic Counts
▪ AM peak hour: 2,914 vehicles
▪ PM peak hour: 1,485 vehicles
• 2021 Traffic Volumes
▪ AM peak hour: 1,568 vehicles
▪ PM peak hour: 1,057 vehicles
• Adjustment Factors
▪ AM peak hour: 2,914/1,568 = 1.86 (86% increase)
▪ PM peak hour: 1,485/1,057 = 1.40 (40% increase)
▪ SH 26 SB
• 2019 TxDOT Traffic Counts
▪ AM peak hour: 869 vehicles
▪ PM peak hour: 2,383 vehicles
• 2021 Traffic Volumes
▪ AM peak hour: 848 vehicles
▪ PM peak hour: 1,706 vehicles
• Adjustment Factors
▪ AM peak hour: 869/848 = 1.02 (2% increase)
▪ PM peak hour: 2,383/1,706 = 1.40 (40% increase)
▪ Mustang Court (both directions)
• 2019 TxDOT Traffic Counts
▪ AM peak hour: 89 vehicles
▪ PM peak hour: 77 vehicles
• 2021 Traffic Volumes
▪ AM peak hour: 41 vehicles
▪ PM peak hour: 26 vehicles
• Adjustment Factors
▪ AM peak hour: 89/41 = 2.17 (117% increase)
▪ PM peak hour: 77/26 = 2.96 (196% increase)
▪ Mustang Drive (WB)
• 2019 TxDOT Traffic Counts
▪ AM peak hour: 465 vehicles
▪ PM peak hour: 631 vehicles
• 2021 Traffic Volumes
▪ AM peak hour: 374 vehicles
▪ PM peak hour: 400 vehicles
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kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300
• Adjustment Factors
▪ AM peak hour: 465/374= 1.24 (24% increase)
▪ PM peak hour: 631/400 = 1.58 (58% increase)
Exhibit 4 shows the existing weekday AM and PM peak hour traffic volumes, adjusted to
account for the impact of COVID-19 on traffic volumes.
LEGEND:
= Signalized = Turn Bay
Intersection
= Stop-Controlled = Driveway Lanes or
Approach Off-Site Improvements
= Travel Lane TWLTL = Two-Way Left Turn Lane
0 13 18 541 123 159 (169)
(6)(50)26 (15)(7)(2020)(207)0 (5)
22 (6)306 (457)
28 (30)
4 26 4 (12)15 2267 730
(3)(6)0 (0)(6)(1019)(344)
LEGEND:
X (Y)
X = Weekday AM Peak Hour Turning Movements
Y = Weekday PM Peak Hour Turning Movements
Volumes may not sum from point to point due to rounding
and presence of smaller driveways not included in analysis.EXHIBIT 4
2021 Adjusted Existing Traffic Volumes Not To Scale
EXHIBIT 3
Lane Assignment and Intersection Control
North
Not To Scale
North
Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)RailroadRailroad**
STOP
***STOP
STOP
The westbound right-turn
from Mustang Drive to SH
26 is channelized, which
provides an informal 50'
storage bay.
The traffic volumes at the NB
approach of SH 26 were increased
by 86% in the AM peak hour and by
40% in the PM peak hour.
The traffic volumes at the WB
approach of Mustang Drive
were increased by 24% in the
AM peak hour and by 58% in
the PM peak hour.
The traffic volumes at the SB
approach of SH 26 were increased
by 2% in the AM peak hour and by
40% in the PM peak hour.
The traffic volumes at the EB approach of
Mustang Court and at the intersection of Mustang
Court and Southwestern Street were increased by
117% in the AM peak hour and by 196% in the PM
peak hour.
The traffic volumes at the EB approach of
Mustang Court and at the intersection of Mustang
Court and Southwestern Street were increased by
117% in the AM peak hour and by 196% in the PM
peak hour.
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kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300
III. PROJECT TRAFFIC CHARACTERISTICS
A. Site-Generated Traffic
Site-generated traffic estimates are determined through a process known as trip
generation. Rates and equations are applied to the proposed land use to estimate traffic
generated by the development during a specific time in terval. The acknowledged source
for trip generation rates is the 10 th edition of Trip Generation Manual published by the
Institute of Transportation Engineers (ITE). ITE has established trip rat es in nationwide
studies of similar land uses. The trips indicated are actually one-way trips or trip ends,
where one vehicle entering and exiting the site is counted as one inbound trip and one
outbound trip.
The Mustang Business Park is intended to be leased to industrial warehousing clients.
Among uses found in the ITE Trip Generation Manual, Warehousing (Land Use Code 150)
most closely matches the intended leasing clients. Other related uses would be General
Light Industrial (Land Use Code 110) and In dustrial Park (Land Use Code 130).
General Light Industrial, as defined by the Trip Generation Manual, has an emphasis on
industrial activity, not warehouse storage, and includes uses such as “printing, material
testing, and assembly of data processing e quipment.” This does not match the intended
warehousing clients that the Mustang Business Park is being built to attract.
Industrial Park is described as “characterized by a mix of manufacturing, service, and
warehouse facilities…Many industrial parks contain highly diversified facilities”. While
warehousing is listed among the various activities of the Industrial Park category, this site
is intended to be rather homogenous in its focus on warehousing, and there is not
expected to be the variety of other u ses that would be expected in an Industrial Park
development.
The Warehousing category is defined as “primarily devoted to the storage of materials,
but it may also include office and maintenance areas.” This is the closest match to the
intended clientele of the Mustang Business Park development. Therefore, the
Warehousing category (Land Use Code 150) was used to generate traffic for the proposed
site.
No reductions were taken for pass-by trips, internal capture, or multimodal use.
Table 1 shows the resulting daily and weekday AM and PM peak hour trip generation for
the proposed development, showing new external trips.
Page 8
kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300
Table 1 – Trip Generation
The heavy vehicle percentage for Warehousing uses, according to ITE, is 20%. The heavy
vehicle percentage for each movement at the study intersections was calculated using a
weighted average between the site-generated (SG below) traffic and the traffic volumes
and heavy vehicle percentages from the background scenarios (BG below), which are
known from the existing traffic counts.
𝑆𝑜𝑡𝑎𝑙 𝑉𝑜𝑙𝑡𝑙𝑒 𝐺𝑉%=
(𝐵𝐺 𝑆𝑟𝑎𝑒𝑒𝑖𝑐 𝑉𝑜𝑙𝑡𝑙𝑒)∗(𝐵𝐺 𝐺𝑉%)+(𝑆𝐺 𝑉𝑜𝑙𝑡𝑙𝑒)∗(𝑆𝑖𝑡𝑒 𝐺𝑉%)
𝐵𝐺 𝑆𝑟𝑎𝑒𝑒𝑖𝑐 𝑉𝑜𝑙𝑡𝑙𝑒+ 𝑆𝐺 𝑉𝑜𝑙𝑡𝑙𝑒
B. Trip Distribution and Assignment
The distribution of the site-generated traffic volumes in to and out of the site driveways
and onto the street system was based on the area street system characteristics, existing
traffic patterns, relative land use density, and the locations of the proposed driveway
access to/from the site.
The corresponding inbound and outbound traffic assignment, where the directional
distribution is applied using the most probable paths to and from the site, can be found in
Exhibit 5. Exhibit 6 shows the resulting site-generated weekday AM and weekday PM
peak hour turning movements after multiplying the new external trip generation by the
respective traffic assignment percentages.
C. Development of 2023 Background Traffic
In order to obtain 2023 background traffic, the existing traffic counts and historic counts
near the site were compared to find expected growth trends within the study area. Based
on the recent growth in the area, an annual growth rate of 5% was assumed for the
background traffic through 2023. To calculate the 2023 background traffic, the existing
2021 traffic counts were grown by 5% annually for two years. The resulting 2023
background weekday AM and PM peak hour traffic volumes are shown in Exhibit 7.
Daily
One-Way
Trips IN OUT TOTAL IN OUT TOTAL
Warehousing 341,000 SF 150 584 51 15 66 19 50 69
Development Totals
Truck Trips (20% of Total Trips):117 10 3 13 4 10 14
Passenger Vehicle Trips:467 41 12 53 15 40 55
Trip Generation rates based on ITE's Trip Generation Manual , 10th Edition.
Heavy Vehicle Percentages based on ITE's Trip Generation Handbook, 3rd Edition
PM Peak Hour
One-Way TripsLand Uses Amount Units ITE
Code
AM Peak Hour
One-Way Trips
Page 9
kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300
D. Development of 2023 Total Traffic
Site traffic volumes were added to the background volumes to represent the estimated
total (background plus site-generated) traffic conditions for the 2023 study year after
completion of the proposed development. Exhibit 8 shows the resulting 2023 weekday
AM and PM peak hour total traffic volumes.
E. Development of 2028 Background and Total Traffic
The background and total traffic volumes in the 2028 study year were calculated in a
similar manner to the 2023 traffic volumes by adding five years of 3% growth over the
2023 background volumes. Exhibit 9 shows the resulting 2028 weekday AM and PM peak
hour background traffic volumes, and Exhibit 10 shows the resulting 2028 weekday AM
and PM peak hour total traffic volumes afte r the addition of the site-generated traffic.
100%45%35%
(45%)
(100%) (35%)20%
(20%)
LEGEND:
X% (Y%)
X% = Percentage of Inbound Site-Generated Traffic
(Y%) = Percentage of Outbound Site-Generated Traffic
0 0 0 0 (0)23 0 0 0 (0)
(0)(0)(0)51 (19)(9)(0)(0)18 (7)
0 (0)0 (0)
0 (0)7 (23)
15 (50)0 0 0 5 (18)10 0 0
0 (0)(0)(0)(0)3 (10)(4)(0)(0)
LEGEND:
X (Y)
X = Weekday AM Peak Hour Turning Movements
Y = Weekday PM Peak Hour Turning Movements
Volumes may not sum from point to point due to rounding
and presence of smaller driveways not included in analysis.EXHIBIT 6
Site-Generated Traffic Volumes Not To Scale
EXHIBIT 5
Trip Distribution and Traffic Assignment
North
Not To Scale
North
Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)RailroadRailroad
0 14 20 596 136 175 (186)
(7)(55)29 (17)(8)(2227)(228)0 (6)
24 (7)337 (504)
31 (33)
4 29 4 (13)17 2499 805
(3)(7)0 (0)(7)(1123)(379)
LEGEND:
X (Y)
X = Weekday AM Peak Hour Turning Movements
Y = Weekday PM Peak Hour Turning Movements
Volumes may not sum from point to point due to rounding
and presence of smaller driveways not included in analysis.
0 0 14 29 (17)43 596 136 175 (186)
(0)(7)(55)51 (19)(17)(2227)(228)18 (13)
24 (7)337 (504)
0 (0)38 (56)
15 (50)0 4 29 9 (31)27 2499 805
0 (0)(0)(3)(7)3 (10)(11)(1123)(379)
LEGEND:
X (Y)
X = Weekday AM Peak Hour Turning Movements
Y = Weekday PM Peak Hour Turning Movements
Volumes may not sum from point to point due to rounding
and presence of smaller driveways not included in analysis.EXHIBIT 8
2023 Background Plus Site-Generated Traffic Volumes Not To Scale
EXHIBIT 7
2023 Background Traffic Volumes
North
Not To Scale
North
Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)RailroadRailroad
0 17 23 691 157 203 (216)
(8)(64)33 (19)(9)(2582)(265)0 (6)
28 (8)391 (584)
36 (38)
5 33 5 (15)19 2897 933
(4)(8)0 (0)(8)(1302)(440)
LEGEND:
X (Y)
X = Weekday AM Peak Hour Turning Movements
Y = Weekday PM Peak Hour Turning Movements
Volumes may not sum from point to point due to rounding
and presence of smaller driveways not included in analysis.
0 0 17 33 (19)46 691 157 203 (216)
(0)(8)(64)51 (19)(18)(2582)(265)18 (13)
28 (8)391 (584)
0 (0)43 (61)
15 (50)0 5 33 10 (33)29 2897 933
0 (0)(0)(4)(8)3 (10)(12)(1302)(440)
LEGEND:
X (Y)
X = Weekday AM Peak Hour Turning Movements
Y = Weekday PM Peak Hour Turning Movements
Volumes may not sum from point to point due to rounding
and presence of smaller driveways not included in analysis.EXHIBIT 10
2028 Background Plus Site-Generated Traffic Volumes Not To Scale
EXHIBIT 9
2028 Background Traffic Volumes
North
Not To Scale
North
Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)Mustang Court Mustang DriveSouthwesternStreetSH26(IraEWoodsAvenue)RailroadRailroad
TIME 0:00 0:15 0:30 0:45 TOTAL
Date Began:0:00 8 7 7 3 25
1/20/2021 1:00 1 6 3 2 12
2:00 5 6 5 3 19
3:00 4 12 9 13 38
4:00 8 14 26 50 98
5:00 48 75 110 115 348
6:00 157 180 246 237 820
7:00 308 335 430 427 1500
8:00 350 361 320 280 1311
9:00 235 231 238 213 917
10:00 214 182 216 196 808
11:00 222 194 235 214 865
12:00 230 206 216 222 874
13:00 218 212 210 201 841
14:00 218 220 210 230 878
15:00 286 239 286 246 1057
16:00 280 210 256 236 982
17:00 244 250 230 214 938
18:00 175 210 166 135 686
19:00 140 122 106 114 482
20:00 84 87 76 72 319
21:00 64 64 44 42 214
22:00 44 31 27 21 123
23:00 12 14 13 11 50
TOTAL:14,205
The A.M. peak hour from 7:30 to 8:30 is 1,568
The P.M. peak hour from 15:00 to 16:00 is 1,057
NB SH 26 South of Mustang Drive
0
200
400
600
800
1000
1200
1400
1600
VOLUMETIME
TIME 0:00 0:15 0:30 0:45 TOTAL
Date Began:0:00 11 9 12 8 40
1/26/2021 1:00 9 7 9 13 38
2:00 8 8 3 7 26
3:00 11 2 10 9 32
4:00 10 5 8 16 39
5:00 11 27 24 34 96
6:00 46 60 87 103 296
7:00 122 139 201 223 685
8:00 230 194 192 194 810
9:00 164 182 163 176 685
10:00 158 168 174 186 686
11:00 156 184 212 167 719
12:00 242 231 228 270 971
13:00 215 237 202 226 880
14:00 232 272 316 272 1092
15:00 294 352 312 328 1286
16:00 428 410 421 385 1644
17:00 448 427 446 349 1670
18:00 358 290 270 218 1136
19:00 221 203 191 152 767
20:00 119 130 109 77 435
21:00 104 90 84 78 356
22:00 56 46 47 34 183
23:00 31 20 25 16 92
TOTAL:14,664
The A.M. peak hour from 7:30 to 8:30 is 848
The P.M. peak hour from 16:45 to 17:45 is 1,706
SB SH 26 South of Mustang Drive
0
200
400
600
800
1000
1200
1400
1600
1800
VOLUMETIME
1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC
Wed Jan 20, 2021
Full Length (7 AM-9 AM, 4 PM-6 PM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on
Crosswalk)
All Movements
ID: 809087, Location: 32.91909, -97.11909
Provided by: C. J. Hensch & Associates Inc.
5215 Sycamore Ave.,
Pasadena, TX, 77503, US
Leg Mustang Court Mustang Drive SH 26 (Ira E Woods Avenue)SH 26 (Ira E Woods Avenue)
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt
2021-01-20 7:00AM 3 0 0 0 33 0 30 0 31 0 6161 0 2 236 58 1 297297 0 23 83 2 1 109109 0 470470
7:15AM 1 1 0 0 22 0 46 1 26 0 7373 0 0 251 95 2 348348 0 36 91 5 0 132132 0 555555
7:30AM 2 1 0 0 33 0 59 0 38 0 9797 0 1 354 101 0 456456 0 27 119 5 0 151151 0 707707
7:45AM 3 1 0 0 44 0 69 0 32 0 101101 0 0 301 99 1 401401 0 27 162 7 2 198198 0 704704
Hourly Total 9 3 0 0 1212 0 204 1 127 0 332332 0 3 1142 353 4 15021502 0 113 455 19 3 590590 0 24362436
8:00AM 2 0 0 0 22 0 67 0 31 0 9898 0 0 304 89 3 396396 0 23 128 3 1 155155 0 651651
8:15AM 6 0 0 0 66 0 51 0 27 0 7878 0 2 261 104 1 368368 0 39 119 3 1 162162 0 614614
8:30AM 6 0 0 0 66 0 89 1 37 0 127127 0 0 253 80 2 335335 0 26 134 1 1 162162 0 630630
8:45AM 2 0 0 0 22 0 53 1 26 0 8080 0 2 224 64 1 291291 0 15 146 1 1 163163 0 536536
Hourly Total 16 0 0 0 1616 0 260 2 121 0 383383 0 4 1042 337 7 13901390 0 103 527 8 4 642642 0 24312431
4:00PM 5 4 0 0 99 0 92 0 41 0 133133 0 0 190 76 1 267267 0 46 353 1 2 402402 0 811811
4:15PM 2 2 0 0 44 0 96 0 42 0 138138 0 0 150 56 0 206206 0 38 327 4 1 370370 0 718718
4:30PM 2 1 0 0 33 0 77 0 32 0 109109 0 0 180 63 0 243243 0 33 360 1 0 394394 0 749749
4:45PM 3 0 0 0 33 0 76 1 24 0 101101 0 0 150 61 1 212212 0 40 318 3 0 361361 0 677677
Hourly Total 12 7 0 0 1919 0 341 1 139 0 481481 0 0 670 256 2 928928 0 157 1358 9 3 15271527 0 29552955
5:00PM 4 0 0 0 44 0 68 2 29 0 9999 0 0 197 65 2 264264 0 35 429 0 1 465465 0 832832
5:15PM 1 3 0 0 44 0 69 0 22 0 9191 0 0 198 56 1 255255 0 39 339 1 0 379379 0 729729
5:30PM 1 2 0 0 33 0 57 0 25 0 8282 0 2 166 62 1 231231 0 40 370 0 3 413413 0 729729
5:45PM 1 0 0 0 11 0 68 0 33 0 101101 0 0 168 52 1 221221 0 31 281 1 0 313313 0 636636
Hourly Total 7 5 0 0 1212 0 262 2 109 0 373373 0 2 729 235 5 971971 0 145 1419 2 4 15701570 0 29262926
TotalTotal 44 15 0 0 5959 0 1067 6 496 0 15691569 0 9 3583 1181 18 47914791 0 518 3759 38 14 43294329 0 1074810748
% Approach% Approach 74.6%25.4%0%0%---68.0%0.4%31.6%0%---0.2%74.8%24.7%0.4%---12.0%86.8%0.9%0.3%----
% Total% Total 0.4%0.1%0%0%0.5%0.5%-9.9%0.1%4.6%0%14.6%14.6%-0.1%33.3%11.0%0.2%44.6%44.6%-4.8%35.0%0.4%0.1%40.3%40.3%--
LightsLights 6 14 0 0 2020 -1047 6 485 0 15381538 -6 3532 1142 18 46984698 -510 3721 4 14 42494249 -10505
% Lights% Lights 13.6%93.3%0%0%33.9%33.9%-98.1%100%97.8%0%98.0%98.0%-66.7%98.6%96.7%100%98.1%98.1%-98.5%99.0%10.5%100%98.2%98.2%-97.7%
Articulated TrucksArticulated Trucks 34 1 0 0 3535 -3 0 0 0 33 -3 20 1 0 2424 -0 8 32 0 4040 -102
% Articulated Trucks% Articulated Trucks 77.3%6.7%0%0%59.3%59.3%-0.3%0%0%0%0.2%0.2%-33.3%0.6%0.1%0%0.5%0.5%-0%0.2%84.2%0%0.9%0.9%-0.9%
Buses and Single-UnitBuses and Single-Unit
TrucksTrucks 4 0 0 0 44 -17 0 11 0 2828 -0 31 38 0 6969 -8 30 2 0 4040 -141
% Buses and Single-Unit% Buses and Single-Unit
TrucksTrucks 9.1%0%0%0%6.8%6.8%-1.6%0%2.2%0%1.8%1.8%-0%0.9%3.2%0%1.4%1.4%-1.5%0.8%5.3%0%0.9%0.9%-1.3%
Pedestrians -----0 -----0 -----0 -----0
% Pedestrians -------------------------
Bicycles on Crosswalk -----0 -----0 -----0 -----0
% Bicycles on Crosswalk -------------------------
*Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn
1 of 6
1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC
Wed Jan 20, 2021
AM Peak (7:30 AM - 8:30 AM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on
Crosswalk)
All Movements
ID: 809087, Location: 32.91909, -97.11909
Provided by: C. J. Hensch & Associates
Inc.
5215 Sycamore Ave.,
Pasadena, TX, 77503, US
Leg Mustang Court Mustang Drive SH 26 (Ira E Woods Avenue)SH 26 (Ira E Woods Avenue)
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt
2021-01-20 7:30AM 2 1 0 0 33 0 59 0 38 0 9797 0 1 354 101 0 456456 0 27 119 5 0 151151 0 707707
7:45AM 3 1 0 0 44 0 69 0 32 0 101101 0 0 301 99 1 401401 0 27 162 7 2 198198 0 704704
8:00AM 2 0 0 0 22 0 67 0 31 0 9898 0 0 304 89 3 396396 0 23 128 3 1 155155 0 651651
8:15AM 6 0 0 0 66 0 51 0 27 0 7878 0 2 261 104 1 368368 0 39 119 3 1 162162 0 614614
TotalTotal 13 2 0 0 1515 0 246 0 128 0 374374 0 3 1220 393 5 16211621 0 116 528 18 4 666666 0 26762676
% Approach% Approach 86.7%13.3%0%0%---65.8%0%34.2%0%---0.2%75.3%24.2%0.3%---17.4%79.3%2.7%0.6%----
% Total% Total 0.5%0.1%0%0%0.6%0.6%-9.2%0%4.8%0%14.0%14.0%-0.1%45.6%14.7%0.2%60.6%60.6%-4.3%19.7%0.7%0.1%24.9%24.9%--
PHFPHF 0.542 0.500 --0.6250.625 -0.891 -0.842 -0.9260.926 -0.375 0.862 0.945 0.417 0.8890.889 -0.744 0.815 0.643 0.500 0.8410.841 -0.946
LightsLights 0 1 0 0 11 -239 0 122 0 361361 -3 1204 375 5 15871587 -115 513 2 4 634634 -2583
% Lights% Lights 0%50.0%0%0%6.7%6.7%-97.2%0%95.3%0%96.5%96.5%-100%98.7%95.4%100%97.9%97.9%-99.1%97.2%11.1%100%95.2%95.2%-96.5%
Articulated TrucksArticulated Trucks 12 1 0 0 1313 -1 0 0 0 11 -0 9 1 0 1010 -0 0 15 0 1515 -39
% Articulated Trucks% Articulated Trucks 92.3%50.0%0%0%86.7%86.7%-0.4%0%0%0%0.3%0.3%-0%0.7%0.3%0%0.6%0.6%-0%0%83.3%0%2.3%2.3%-1.5%
Buses and Single-UnitBuses and Single-Unit
TrucksTrucks 1 0 0 0 11 -6 0 6 0 1212 -0 7 17 0 2424 -1 15 1 0 1717 -54
% Buses and Single-Unit% Buses and Single-Unit
TrucksTrucks 7.7%0%0%0%6.7%6.7%-2.4%0%4.7%0%3.2%3.2%-0%0.6%4.3%0%1.5%1.5%-0.9%2.8%5.6%0%2.6%2.6%-2.0%
Pedestrians -----0 -----0 -----0 -----0
% Pedestrians -------------------------
Bicycles on Crosswalk -----0 -----0 -----0 -----0
% Bicycles on Crosswalk -------------------------
*Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn
3 of 6
1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC
Wed Jan 20, 2021
PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on
Crosswalk)
All Movements
ID: 809087, Location: 32.91909, -97.11909
Provided by: C. J. Hensch & Associates
Inc.
5215 Sycamore Ave.,
Pasadena, TX, 77503, US
Leg Mustang Court Mustang Drive SH 26 (Ira E Woods Avenue)SH 26 (Ira E Woods Avenue)
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt
2021-01-20 4:30PM 2 1 0 0 33 0 77 0 32 0 109109 0 0 180 63 0 243243 0 33 360 1 0 394394 0 749749
4:45PM 3 0 0 0 33 0 76 1 24 0 101101 0 0 150 61 1 212212 0 40 318 3 0 361361 0 677677
5:00PM 4 0 0 0 44 0 68 2 29 0 9999 0 0 197 65 2 264264 0 35 429 0 1 465465 0 832832
5:15PM 1 3 0 0 44 0 69 0 22 0 9191 0 0 198 56 1 255255 0 39 339 1 0 379379 0 729729
TotalTotal 10 4 0 0 1414 0 290 3 107 0 400400 0 0 725 245 4 974974 0 147 1446 5 1 15991599 0 29872987
% Approach% Approach 71.4%28.6%0%0%---72.5%0.8%26.8%0%---0%74.4%25.2%0.4%---9.2%90.4%0.3%0.1%----
% Total% Total 0.3%0.1%0%0%0.5%0.5%-9.7%0.1%3.6%0%13.4%13.4%-0%24.3%8.2%0.1%32.6%32.6%-4.9%48.4%0.2%0%53.5%53.5%--
PHFPHF 0.625 0.333 --0.8750.875 -0.942 0.375 0.836 -0.9170.917 --0.915 0.942 0.500 0.9220.922 -0.919 0.843 0.417 0.250 0.8600.860 -0.898
LightsLights 3 4 0 0 77 -288 3 106 0 397397 -0 716 239 4 959959 -147 1442 1 1 15911591 -2954
% Lights% Lights 30.0%100%0%0%50.0%50.0%-99.3%100%99.1%0%99.3%99.3%-0%98.8%97.6%100%98.5%98.5%-100%99.7%20.0%100%99.5%99.5%-98.9%
Articulated TrucksArticulated Trucks 6 0 0 0 66 -1 0 0 0 11 -0 0 0 0 00 -0 2 3 0 55 -12
% Articulated Trucks% Articulated Trucks 60.0%0%0%0%42.9%42.9%-0.3%0%0%0%0.3%0.3%-0%0%0%0%0%0%-0%0.1%60.0%0%0.3%0.3%-0.4%
Buses and Single-UnitBuses and Single-Unit
TrucksTrucks 1 0 0 0 11 -1 0 1 0 22 -0 9 6 0 1515 -0 2 1 0 33 -21
% Buses and Single-Unit% Buses and Single-Unit
TrucksTrucks 10.0%0%0%0%7.1%7.1%-0.3%0%0.9%0%0.5%0.5%-0%1.2%2.4%0%1.5%1.5%-0%0.1%20.0%0%0.2%0.2%-0.7%
Pedestrians -----0 -----0 -----0 -----0
% Pedestrians -------------------------
Bicycles on Crosswalk -----0 -----0 -----0 -----0
% Bicycles on Crosswalk -------------------------
*Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn
5 of 6
2. Mustang Court at Southwestern Boulevard - TMC2. Mustang Court at Southwestern Boulevard - TMC
Wed Jan 20, 2021
Full Length (7 AM-9 AM, 4 PM-6 PM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians,
Bicycles on Crosswalk)
All Movements
ID: 809088, Location: 32.920022, -97.11994
Provided by: C. J. Hensch & Associates
Inc.
5215 Sycamore Ave.,
Pasadena, TX, 77503, US
Leg Mustang Court Southwestern Boulevard Southwestern Boulevard
Direction Westbound Northbound Southbound
Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt
2021-01-20 7:00AM 2 2 0 44 0 0 1 0 11 0 2 1 0 33 0 88
7:15AM 4 2 0 66 0 0 1 0 11 0 1 2 0 33 0 1010
7:30AM 2 4 0 66 0 0 3 0 33 0 0 0 0 00 0 99
7:45AM 5 3 0 88 0 1 3 0 44 0 1 0 0 11 0 1313
Hourly Total 13 11 0 2424 0 1 8 0 99 0 4 3 0 77 0 4040
8:00AM 2 1 0 33 0 1 1 0 22 0 1 0 0 11 0 66
8:15AM 1 4 0 55 0 0 5 0 55 0 4 0 0 44 0 1414
8:30AM 0 1 0 11 0 1 1 0 22 0 3 0 0 33 0 66
8:45AM 1 3 0 44 0 0 1 0 11 0 1 0 0 11 0 66
Hourly Total 4 9 0 1313 0 2 8 0 1010 0 9 0 0 99 0 3232
4:00PM 0 1 0 11 0 1 1 0 22 0 8 1 0 99 0 1212
4:15PM 1 3 0 44 0 0 0 0 00 0 4 0 0 44 0 88
4:30PM 0 0 0 00 0 0 0 0 00 0 3 1 0 44 0 44
4:45PM 1 1 0 22 0 0 1 0 11 0 2 0 0 22 0 55
Hourly Total 2 5 0 77 0 1 2 0 33 0 17 2 0 1919 0 2929
5:00PM 0 0 0 00 0 2 1 0 33 0 0 0 0 00 0 33
5:15PM 0 1 0 11 0 0 0 0 00 0 2 1 0 33 0 44
5:30PM 0 1 0 11 0 0 1 0 11 0 2 0 0 22 0 44
5:45PM 0 1 0 11 0 0 0 0 00 0 1 0 0 11 0 22
Hourly Total 0 3 0 33 0 2 2 0 44 0 5 1 0 66 0 1313
TotalTotal 19 28 0 4747 0 6 20 0 2626 0 35 6 0 4141 0 114114
% Approach% Approach 40.4%59.6%0%---23.1%76.9%0%---85.4%14.6%0%----
% Total% Total 16.7%24.6%0%41.2%41.2%-5.3%17.5%0%22.8%22.8%-30.7%5.3%0%36.0%36.0%--
LightsLights 1 9 0 1010 -5 2 0 77 -15 6 0 2121 -38
% Lights% Lights 5.3%32.1%0%21.3%21.3%-83.3%10.0%0%26.9%26.9%-42.9%100%0%51.2%51.2%-33.3%
Articulated TrucksArticulated Trucks 16 19 0 3535 -0 17 0 1717 -18 0 0 1818 -70
% Articulated Trucks% Articulated Trucks 84.2%67.9%0%74.5%74.5%-0%85.0%0%65.4%65.4%-51.4%0%0%43.9%43.9%-61.4%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 2 0 0 22 -1 1 0 22 -2 0 0 22 -6
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 10.5%0%0%4.3%4.3%-16.7%5.0%0%7.7%7.7%-5.7%0%0%4.9%4.9%-5.3%
Pedestrians ----0 ----0 ----0
% Pedestrians ----------------
Bicycles on Crosswalk ----0 ----0 ----0
% Bicycles on Crosswalk ----------------
*Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn
1 of 6
2. Mustang Court at Southwestern Boulevard - TMC2. Mustang Court at Southwestern Boulevard - TMC
Wed Jan 20, 2021
AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians,
Bicycles on Crosswalk)
All Movements
ID: 809088, Location: 32.920022, -97.11994
Provided by: C. J. Hensch & Associates
Inc.
5215 Sycamore Ave.,
Pasadena, TX, 77503, US
Leg Mustang Court Southwestern Boulevard Southwestern Boulevard
Direction Westbound Northbound Southbound
Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt
2021-01-20 7:30AM 2 4 0 66 0 0 3 0 33 0 0 0 0 00 0 99
7:45AM 5 3 0 88 0 1 3 0 44 0 1 0 0 11 0 1313
8:00AM 2 1 0 33 0 1 1 0 22 0 1 0 0 11 0 66
8:15AM 1 4 0 55 0 0 5 0 55 0 4 0 0 44 0 1414
TotalTotal 10 12 0 2222 0 2 12 0 1414 0 6 0 0 66 0 4242
% Approach% Approach 45.5%54.5%0%---14.3%85.7%0%---100%0%0%----
% Total% Total 23.8%28.6%0%52.4%52.4%-4.8%28.6%0%33.3%33.3%-14.3%0%0%14.3%14.3%--
PHFPHF 0.500 0.750 -0.6880.688 -0.500 0.600 -0.7000.700 -0.375 --0.3750.375 -0.750
LightsLights 1 4 0 55 -1 1 0 22 -1 0 0 11 -8
% Lights% Lights 10.0%33.3%0%22.7%22.7%-50.0%8.3%0%14.3%14.3%-16.7%0%0%16.7%16.7%-19.0%
Articulated TrucksArticulated Trucks 7 8 0 1515 -0 11 0 1111 -3 0 0 33 -29
% Articulated Trucks% Articulated Trucks 70.0%66.7%0%68.2%68.2%-0%91.7%0%78.6%78.6%-50.0%0%0%50.0%50.0%-69.0%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 2 0 0 22 -1 0 0 11 -2 0 0 22 -5
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 20.0%0%0%9.1%9.1%-50.0%0%0%7.1%7.1%-33.3%0%0%33.3%33.3%-11.9%
Pedestrians ----0 ----0 ----0
% Pedestrians ----------------
Bicycles on Crosswalk ----0 ----0 ----0
% Bicycles on Crosswalk ----------------
*Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn
3 of 6
2. Mustang Court at Southwestern Boulevard - TMC2. Mustang Court at Southwestern Boulevard - TMC
Wed Jan 20, 2021
PM Peak (4 PM - 5 PM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians,
Bicycles on Crosswalk)
All Movements
ID: 809088, Location: 32.920022, -97.11994
Provided by: C. J. Hensch & Associates
Inc.
5215 Sycamore Ave.,
Pasadena, TX, 77503, US
Leg Mustang Court Southwestern Boulevard Southwestern Boulevard
Direction Westbound Northbound Southbound
Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt
2021-01-20 4:00PM 0 1 0 11 0 1 1 0 22 0 8 1 0 99 0 1212
4:15PM 1 3 0 44 0 0 0 0 00 0 4 0 0 44 0 88
4:30PM 0 0 0 00 0 0 0 0 00 0 3 1 0 44 0 44
4:45PM 1 1 0 22 0 0 1 0 11 0 2 0 0 22 0 55
TotalTotal 2 5 0 77 0 1 2 0 33 0 17 2 0 1919 0 2929
% Approach% Approach 28.6%71.4%0%---33.3%66.7%0%---89.5%10.5%0%----
% Total% Total 6.9%17.2%0%24.1%24.1%-3.4%6.9%0%10.3%10.3%-58.6%6.9%0%65.5%65.5%--
PHFPHF 0.500 0.417 -0.4380.438 -0.250 0.500 -0.3750.375 -0.531 0.500 -0.5280.528 -0.604
LightsLights 0 0 0 00 -1 0 0 11 -9 2 0 1111 -12
% Lights% Lights 0%0%0%0%0%-100%0%0%33.3%33.3%-52.9%100%0%57.9%57.9%-41.4%
Articulated TrucksArticulated Trucks 2 5 0 77 -0 2 0 22 -8 0 0 88 -17
% Articulated Trucks% Articulated Trucks 100%100%0%100%100%-0%100%0%66.7%66.7%-47.1%0%0%42.1%42.1%-58.6%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 00 -0 0 0 00 -0 0 0 00 -0
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0%0%0%0%0%-0%0%0%0%0%-0%0%0%0%0%-0%
Pedestrians ----0 ----0 ----0
% Pedestrians ----------------
Bicycles on Crosswalk ----0 ----0 ----0
% Bicycles on Crosswalk ----------------
*Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn
5 of 6
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
- C -
Appendix C
–
Turning Movement Traffic Volume
Exhibits
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
Scale:
8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG3-54443.dgnHALFFah31793:43:05 PM8/18/2023CM
SM
1" = 600'
54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE
WAREHOUSE DEVELOPMENT
CONSTELLATION SOUTHLAKE
FIGURE 3
STUDY INTERSECTIONS
EXISTING AND PROPOSED
INTERSECTION
EXISTING TWO-WAY STOP CONTROL
EXISTING SIGNALIZED INTERSECTION
12009006003000
SCALE: 1"=600'
LEGEND
DVLB LATNENITNOC .EEVA LL
A
BMIK .S
RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST
RD GNATSUM
ASOREDNOP
1
2
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
Scale:
8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG4-54443.dgnHALFFah31793:43:06 PM8/18/2023CM
SM
1" = 600'
54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE
WAREHOUSE DEVELOPMENT
CONSTELLATION SOUTHLAKE
X
FIGURE 4
TRAFFIC CONTROLS
LANE ASSIGNMENTS AND
EXISTING AND PROPOSED
CONTROL APPROACH
EXISTING STOP
CONFIGURATION
EXISTING LANE
NUMBER
INTERSECTION NODE
(PROJECT BY OTHERS)
CONFIGURATION
FUTURE LANE
**
*
*
YEAR OF THE DEVELOPMENT (2023).
SOUTHWESTERN STREET INTERSECTION BY BUILD
FOURTH (NORTHERN) LEG AT THE MUSTANG COURT /
* - MUSTANG BUSINESS PARK DEVELOPMENT TO ADD
NOTE:
12009006003000
SCALE: 1"=600'
LEGEND
DVLB LATNENITNOC .EEVA LL
A
BMIK .S
RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST
RD GNATSUM
ASOREDNOP
1
2
X
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
Scale:
8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG5-54443.dgnHALFFah31793:43:08 PM8/18/2023CM
SM
1" = 600'
54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE
WAREHOUSE DEVELOPMENT
CONSTELLATION SOUTHLAKE
FIGURE 5
VOLUMES
2023 EXISTING
NUMBER
INTERSECTION NODE
XXXXXXMOVEMENTS
APPROACH
VOLUMES
AM PEAK HOUR
VOLUMES
PM PEAK HOUR
0000
337175136
596
2031417
2,499
805 242914
4
29
5046186228
2,227
833137
1,123
379
3
7
71755
7
12009006003000
SCALE: 1"=600'
LEGEND
DVLB LATNENITNOC .EEVA LL
A
BMIK .S
RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST
RD GNATSUM
ASOREDNOP
1
2
X
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
Scale:
8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG6-54443.dgnHALFFah31793:43:09 PM8/18/2023CM
SM
1" = 600'
54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE
WAREHOUSE DEVELOPMENT
CONSTELLATION SOUTHLAKE
NUMBER
INTERSECTION NODE
XXXXXXMOVEMENTS
APPROACH
VOLUMES
AM PEAK HOUR
VOLUMES
PM PEAK HOUR
FIGURE 6
VOLUMES
2025 NO BUILD000
00000
35818186144
632
44409328
2,651
854 255131151531
4
53513197242
2,363
1758321011
1,191
402 7191858
7
050
3
7
12009006003000
SCALE: 1"=600'
LEGEND
DVLB LATNENITNOC .EEVA LL
A
BMIK .S
RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST
RD GNATSUM
ASOREDNOP
1
2
X
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
Scale:
8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG7-54443.dgnHALFFah31793:43:10 PM8/18/2023CM
SM
1" = 600'
54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE
WAREHOUSE DEVELOPMENT
CONSTELLATION SOUTHLAKE
NUMBER
INTERSECTION NODE
XXXXXXMOVEMENTS
APPROACH
VOLUMES
AM PEAK HOUR
VOLUMES
PM PEAK HOUR
FIGURE 7
VOLUMES
2030 (NO BUILD + 5 YEARS)000
000 000
41418215167
733
484510331
3,073
990 30513617155
36
14620229280
2,739
1964341013
1,381
466 9192168
9504
9
12009006003000
SCALE: 1"=600'
LEGEND
DVLB LATNENITNOC .EEVA LL
A
BMIK .S
RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST
RD GNATSUM
ASOREDNOP
1
2
X
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
Scale:
8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG8-54443.dgnHALFFah31793:43:12 PM8/18/2023CM
SM
1" = 600'
54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE
WAREHOUSE DEVELOPMENT
CONSTELLATION SOUTHLAKE
NUMBER
INTERSECTION NODE
XXXXXXMOVEMENTS
APPROACH
VOLUMES
AM PEAK HOUR
VOLUMES
PM PEAK HOUR
FIGURE 8
MUSTANG BUSINESS PARK
TRIPS -
BACKGROUND DEVELOPMENT 18233571000
79423181000
0000
0000
0 0000000051150019500
0 0
0 0
0
0 0
0
12009006003000
SCALE: 1"=600'
LEGEND
DVLB LATNENITNOC .EEVA LL
A
BMIK .S
RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST
RD GNATSUM
ASOREDNOP
1
2
X
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
Scale:
8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG9-54443.dgnHALFFah31793:43:13 PM8/18/2023CM
SM
1" = 600'
54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE
WAREHOUSE DEVELOPMENT
CONSTELLATION SOUTHLAKE
NUMBER
INTERSECTION NODE
XXXMOVEMENTS
APPROACH
FIGURE 9
PERCENTAGE
DISTRIBUTION
INBOUND TRIP
CONSTELLATION SOUTHLAKE
PERCENTAGES -
INBOUND TRIP DISTRIBUTION
0000
000
00 0000
000
000
0
20
3545100 12009006003000
SCALE: 1"=600'
LEGEND
DVLB LATNENITNOC .EEVA LL
A
BMIK .S
RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST
RD GNATSUM
ASOREDNOP
1
2
X
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
Scale:
8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG10-54443.dgnHALFFah31793:43:14 PM8/18/2023CM
SM
1" = 600'
54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE
WAREHOUSE DEVELOPMENT
CONSTELLATION SOUTHLAKE
NUMBER
INTERSECTION NODE
XXXMOVEMENTS
APPROACH
PERCENTAGE
DISTRIBUTION
OUTBOUND TRIP
FIGURE 10
CONSTELLATION SOUTHLAKE
PERCENTAGES -
OUTBOUND TRIP DISTRIBUTION
0
0
0
0
0000
0
0
0
0 0000000
0
100
45352012009006003000
SCALE: 1"=600'
LEGEND
DVLB LATNENITNOC .EEVA LL
A
BMIK .S
RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST
RD GNATSUM
ASOREDNOP
1
2
X
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
Scale:
8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG11-54443.dgnHALFFah31793:43:15 PM8/18/2023CM
SM
1" = 600'
54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE
WAREHOUSE DEVELOPMENT
CONSTELLATION SOUTHLAKE
NUMBER
INTERSECTION NODE
XXXXXXMOVEMENTS
APPROACH
VOLUMES
AM PEAK HOUR
VOLUMES
PM PEAK HOUR
FIGURE 11
CONSTELLATION SOUTHLAKE
DEVELOPMENT TRIPS -0000
0000
0 000000000000000
0 0
0 0
0
0 0
0
14181118403
453211124
12009006003000
SCALE: 1"=600'
LEGEND
DVLB LATNENITNOC .EEVA LL
A
BMIK .S
RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST
RD GNATSUM
ASOREDNOP
1
2
X
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
Scale:
8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG12-54443.dgnHALFFah31793:43:17 PM8/18/2023CM
SM
1" = 600'
54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE
WAREHOUSE DEVELOPMENT
CONSTELLATION SOUTHLAKE
NUMBER
INTERSECTION NODE
XXXXXXMOVEMENTS
APPROACH
VOLUMES
AM PEAK HOUR
VOLUMES
PM PEAK HOUR
FIGURE 12
VOLUMES
2025 BUILD00000000
0
35832186144
632
624110436
2,651
854 25517118154
31
53518197242
2,363
2360331114
1,191
402 7193062
7503
7
12009006003000
SCALE: 1"=600'
LEGEND
DVLB LATNENITNOC .EEVA LL
A
BMIK .S
RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST
RD GNATSUM
ASOREDNOP
1
2
X
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
Scale:
8/18/2023MURILLO-4154RCH...\HALFF_CLR_PENTABLE.TBLPDF_2D_CLR_FW_CR_300.pltSheetA:\54000s\54443\001\TRANS\CADD\Sheets\ITST-EXH-FIG13-54443.dgnHALFFah31793:43:18 PM8/18/2023CM
SM
1" = 600'
54443(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADWAREHOUSE DEVELOPMENTSOUTHLAKECONSTELLATIONSOUTHLAKE, TEXASSITE
WAREHOUSE DEVELOPMENT
CONSTELLATION SOUTHLAKE
NUMBER
INTERSECTION NODE
XXXXXXMOVEMENTS
APPROACH
VOLUMES
AM PEAK HOUR
VOLUMES
PM PEAK HOUR
FIGURE 13
VOLUMES
2030 (BUILD + 5 YEARS)000000 0
0
0
41432215167
733
664711439
3,073
990 30517620155
36
62019229280
2,739
2465351115
1,381
466 9193372
9504
9
12009006003000
SCALE: 1"=600'
LEGEND
DVLB LATNENITNOC .EEVA LL
A
BMIK .S
RD ENILREBMITCROOKED LNWESTMINISTER WAYCHAPPARAL DRSILICON DRNOLEN DRTIMBERLINE CTWOODSEY CTBRYON NELSONPKWYEVA WOLMURBDR LOOPSOUTHWESTERN ST
RD GNATSUM
ASOREDNOP
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
- D -
Appendix D
–
Synchro Output Reports
Lanes, Volumes, Timings 2023 Existing AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 17 2499 805 136 596 20 337 0 175 31 4 0
Future Volume (vph) 17 2499 805 136 596 20 337 0 175 31 4 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 600 435 400 0 0 180 0
Storage Lanes 1 1 1 1 1 0 1 0
Taper Length (ft) 125 120 25 25
Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.893
Flt Protected 0.950 0.950 0.950 0.986 0.950
Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1522 0 902 1267 0
Flt Permitted 0.403 0.081 0.950 0.986 0.950
Satd. Flow (perm) 766 5136 1538 152 5036 854 1665 1522 0 902 1267 0
Right Turn on Red Yes Yes Yes No
Satd. Flow (RTOR) 847 123 168
Link Speed (mph) 45 45 35 35
Link Distance (ft) 986 1194 465 415
Travel Time (s) 14.9 18.1 9.1 8.1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0%
Adj. Flow (vph) 18 2631 847 143 627 21 355 0 184 33 4 0
Shared Lane Traffic (%) 21%
Lane Group Flow (vph) 18 2631 847 143 627 21 280 259 0 33 4 0
Enter Blocked Intersection No No No No No No No No No No No No
Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right
Median Width(ft) 20 20 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru
Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA
Protected Phases 1 6 5 2 4 4 3 3
Lanes, Volumes, Timings 2023 Existing AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Permitted Phases 6 6 2 2
Detector Phase 1 6 6 5 2 2 4 4 3 3
Switch Phase
Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6
Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0
Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3%
Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4
Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Recall Mode None C-Max C-Max None Max Max None None None None
Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 58.9 58.9 58.9 63.1 63.1 63.1 26.3 26.3 9.1 9.1
Actuated g/C Ratio 0.49 0.49 0.49 0.53 0.53 0.53 0.22 0.22 0.08 0.08
v/c Ratio 0.04 1.04 0.71 0.73 0.24 0.04 0.77 0.56 0.49 0.04
Control Delay 16.9 61.4 5.2 43.8 17.6 0.1 61.2 22.0 75.2 49.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.9 61.4 5.2 43.8 17.6 0.1 61.2 22.0 75.2 49.5
LOS B E A D B A E C E D
Approach Delay 47.6 21.9 42.4 72.4
Approach LOS D C D E
90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 16.7 16.7 14.1 14.1
90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 19.8 19.8 11.0 11.0
70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
50th %ile Green (s) 0.0 58.5 58.5 8.9 72.7 72.7 22.0 22.0 8.8 8.8
50th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Gap Gap
30th %ile Green (s) 0.0 59.5 59.5 7.9 72.7 72.7 36.4 36.4 0.0 0.0
30th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip
10th %ile Green (s) 0.0 61.0 61.0 6.4 72.7 72.7 36.4 36.4 0.0 0.0
10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip
Queue Length 50th (ft) 7 ~814 0 45 75 0 226 65 25 3
Queue Length 95th (ft) 20 #914 68 #168 150 0 #462 #188 58 14
Internal Link Dist (ft) 906 1114 385 335
Turn Bay Length (ft) 400 600 435 400 180
Base Capacity (vph) 537 2519 1186 212 2647 507 364 464 168 236
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 1.04 0.71 0.67 0.24 0.04 0.77 0.56 0.20 0.02
Intersection Summary
Lanes, Volumes, Timings 2023 Existing AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 3
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.04
Intersection Signal Delay: 43.0 Intersection LOS: D
Intersection Capacity Utilization 92.8% ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
Timing Report, Sorted By Phase 2023 Existing AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 4
Phase Number 1 2 3 4 5 6
Movement EBL WBTL SBTL NBTL WBL EBTL
Lead/Lag Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None C-Max
Maximum Split (s) 24 54 28 14 15 63
Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5%
Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3
Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3
All-Red Time (s) 1 1 2 2 1 1
Minimum Initial (s) 5 15 5 5 5 15
Vehicle Extension (s) 2 2 2 2 2 2
Minimum Gap (s) 2 2 2 2 2 2
Time Before Reduce (s) 0 0 0 0 0 0
Time To Reduce (s) 0 0 0 0 0 0
Walk Time (s) 4 4 4 4
Flash Dont Walk (s) 17 32 32 29
Dual Entry Yes Yes Yes No No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 111 57 15 43 57 72
End Time (s) 15 111 43 57 72 15
Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7
Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7
Local Start Time (s) 39 105 63 91 105 0
Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7
Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7
Intersection Summary
Cycle Length 120
Control Type Actuated-Coordinated
Natural Cycle 145
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
Lanes, Volumes, Timings 2023 Existing PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 7 1123 379 228 2227 8 504 6 186 33 13 0
Future Volume (vph) 7 1123 379 228 2227 8 504 6 186 33 13 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 600 435 400 0 0 180 0
Storage Lanes 1 1 1 1 1 0 1 0
Taper Length (ft) 125 120 25 25
Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.917
Flt Protected 0.950 0.950 0.950 0.979 0.950
Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1557 0 902 1267 0
Flt Permitted 0.068 0.157 0.950 0.979 0.950
Satd. Flow (perm) 129 5136 1538 295 5036 854 1665 1557 0 902 1267 0
Right Turn on Red Yes Yes Yes No
Satd. Flow (RTOR) 399 123 41
Link Speed (mph) 45 45 35 35
Link Distance (ft) 986 1194 465 415
Travel Time (s) 14.9 18.1 9.1 8.1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0%
Adj. Flow (vph) 7 1182 399 240 2344 8 531 6 196 35 14 0
Shared Lane Traffic (%) 29%
Lane Group Flow (vph) 7 1182 399 240 2344 8 377 356 0 35 14 0
Enter Blocked Intersection No No No No No No No No No No No No
Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right
Median Width(ft) 20 20 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru
Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA
Protected Phases 1 6 5 2 4 4 3 3
Lanes, Volumes, Timings 2023 Existing PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Permitted Phases 6 6 2 2
Detector Phase 1 6 6 5 2 2 4 4 3 3
Switch Phase
Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6
Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0
Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2%
Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Recall Mode None C-Max C-Max None Max Max None None None None
Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 64.7 64.7 64.7 76.1 76.1 76.1 18.7 18.7 8.7 8.7
Actuated g/C Ratio 0.54 0.54 0.54 0.63 0.63 0.63 0.16 0.16 0.07 0.07
v/c Ratio 0.04 0.43 0.39 0.75 0.73 0.01 1.46 1.29 0.54 0.15
Control Delay 15.6 17.1 2.6 28.5 18.4 0.0 261.2 189.7 82.0 54.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 15.6 17.1 2.6 28.5 18.4 0.0 261.2 189.7 82.0 54.4
LOS B B A C B A F F F D
Approach Delay 13.5 19.3 226.5 74.1
Approach LOS B B F E
90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max
70th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.5 11.5 11.3 11.3
70th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap
50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 13.8 13.8 9.0 9.0
50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap
30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 28.4 28.4 0.0 0.0
30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Skip Skip
10th %ile Green (s) 0.0 64.8 64.8 10.6 80.7 80.7 28.4 28.4 0.0 0.0
10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip
Queue Length 50th (ft) 2 192 0 64 371 0 ~476 ~393 27 10
Queue Length 95th (ft) 10 228 45 #235 #762 0 #709 #621 62 32
Internal Link Dist (ft) 906 1114 385 335
Turn Bay Length (ft) 400 600 435 400 180
Base Capacity (vph) 316 2770 1013 320 3193 586 259 277 85 120
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.02 0.43 0.39 0.75 0.73 0.01 1.46 1.29 0.41 0.12
Intersection Summary
Lanes, Volumes, Timings 2023 Existing PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 3
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.46
Intersection Signal Delay: 48.6 Intersection LOS: D
Intersection Capacity Utilization 88.1% ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
Timing Report, Sorted By Phase 2023 Existing PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 4
Phase Number 1 2 3 4 5 6
Movement EBL WBTL SBTL NBTL WBL EBTL
Lead/Lag Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None C-Max
Maximum Split (s) 23 63 17 17 16 70
Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3%
Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3
Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3
All-Red Time (s) 1 1 2 2 1 1
Minimum Initial (s) 5 15 5 5 5 15
Vehicle Extension (s) 2 2 2 2 2 2
Minimum Gap (s) 2 2 2 2 2 2
Time Before Reduce (s) 0 0 0 0 0 0
Time To Reduce (s) 0 0 0 0 0 0
Walk Time (s) 4 4 4 4
Flash Dont Walk (s) 17 32 32 29
Dual Entry Yes Yes Yes No No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 119 56 22 39 56 72
End Time (s) 22 119 39 56 72 22
Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7
Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7
Local Start Time (s) 47 104 70 87 104 0
Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7
Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7
Intersection Summary
Cycle Length 120
Control Type Actuated-Coordinated
Natural Cycle 145
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
Lanes, Volumes, Timings 2025 No Build AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 28 2651 854 144 632 44 358 18 186 40 9 3
Future Volume (vph) 28 2651 854 144 632 44 358 18 186 40 9 3
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 600 435 400 0 0 180 0
Storage Lanes 1 1 1 1 1 0 1 0
Taper Length (ft) 125 120 25 25
Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.896 0.962
Flt Protected 0.950 0.950 0.950 0.988 0.950
Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1534 0 902 1329 0
Flt Permitted 0.388 0.086 0.950 0.988 0.950
Satd. Flow (perm) 737 5136 1538 162 5036 854 1665 1534 0 902 1329 0
Right Turn on Red Yes Yes Yes No
Satd. Flow (RTOR) 837 123 73
Link Speed (mph) 45 45 35 35
Link Distance (ft) 986 1194 465 415
Travel Time (s) 14.9 18.1 9.1 8.1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0%
Adj. Flow (vph) 29 2791 899 152 665 46 377 19 196 42 9 3
Shared Lane Traffic (%) 18%
Lane Group Flow (vph) 29 2791 899 152 665 46 309 283 0 42 12 0
Enter Blocked Intersection No No No No No No No No No No No No
Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right
Median Width(ft) 20 20 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru
Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA
Protected Phases 1 6 5 2 4 4 3 3
Lanes, Volumes, Timings 2025 No Build AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Permitted Phases 6 6 2 2
Detector Phase 1 6 6 5 2 2 4 4 3 3
Switch Phase
Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6
Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0
Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3%
Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4
Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Recall Mode None C-Max C-Max None Max Max None None None None
Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 58.6 58.6 58.6 58.3 58.3 58.3 22.7 22.7 10.2 10.2
Actuated g/C Ratio 0.49 0.49 0.49 0.49 0.49 0.49 0.19 0.19 0.08 0.08
v/c Ratio 0.06 1.11 0.76 0.77 0.27 0.10 0.98 0.81 0.55 0.11
Control Delay 17.5 87.8 7.2 49.1 20.5 0.4 96.2 54.8 77.2 49.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.5 87.8 7.2 49.1 20.5 0.4 96.2 54.8 77.2 49.9
LOS B F A D C A F D E D
Approach Delay 67.7 24.5 76.4 71.1
Approach LOS E C E E
90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 14.8 14.8 16.0 16.0
90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 18.3 18.3 12.5 12.5
70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
50th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 20.8 20.8 10.0 10.0
50th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
30th %ile Green (s) 0.0 59.1 59.1 8.3 72.7 72.7 23.3 23.3 7.5 7.5
30th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Gap Gap
10th %ile Green (s) 0.0 60.6 60.6 6.8 72.7 72.7 36.4 36.4 0.0 0.0
10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip
Queue Length 50th (ft) 12 ~918 25 75 127 0 ~278 171 32 9
Queue Length 95th (ft) 29 #1006 156 #180 159 0 #538 #397 68 27
Internal Link Dist (ft) 906 1114 385 335
Turn Bay Length (ft) 400 600 435 400 180
Base Capacity (vph) 525 2506 1179 210 2446 477 315 349 168 248
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.06 1.11 0.76 0.72 0.27 0.10 0.98 0.81 0.25 0.05
Intersection Summary
Lanes, Volumes, Timings 2025 No Build AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 3
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.11
Intersection Signal Delay: 61.6 Intersection LOS: E
Intersection Capacity Utilization 97.6% ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
Timing Report, Sorted By Phase 2025 No Build AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 4
Phase Number 1 2 3 4 5 6
Movement EBL WBTL SBTL NBTL WBL EBTL
Lead/Lag Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None C-Max
Maximum Split (s) 24 54 28 14 15 63
Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5%
Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3
Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3
All-Red Time (s) 1 1 2 2 1 1
Minimum Initial (s) 5 15 5 5 5 15
Vehicle Extension (s) 2 2 2 2 2 2
Minimum Gap (s) 2 2 2 2 2 2
Time Before Reduce (s) 0 0 0 0 0 0
Time To Reduce (s) 0 0 0 0 0 0
Walk Time (s) 4 4 4 4
Flash Dont Walk (s) 17 32 32 29
Dual Entry Yes Yes Yes No No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 111 57 15 43 57 72
End Time (s) 15 111 43 57 72 15
Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7
Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7
Local Start Time (s) 39 105 63 91 105 0
Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7
Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7
Intersection Summary
Cycle Length 120
Control Type Actuated-Coordinated
Natural Cycle 145
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
HCM 6th TWSC 2025 No Build AM Peak Hour
2: Mustang Ct & Southwestern St/Existing Development Driveway 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 1
Intersection
Int Delay, s/veh 4.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 4 31 15 0 0 25 51 31 0 15 0
Future Vol, veh/h 0 4 31 15 0 0 25 51 31 0 15 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0
Mvmt Flow 0 5 41 20 0 0 33 68 41 0 20 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 175 195 20 198 175 89 20 0 0 109 0 0
Stage 1 20 20 - 155 155 - - - - - - -
Stage 2 155 175 - 43 20 - - - - - - -
Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - -
Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - -
Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - -
Pot Cap-1 Maneuver 792 623 848 615 722 975 1173 - - 1494 - -
Stage 1 1004 792 - 688 773 - - - - - - -
Stage 2 852 672 - 800 883 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 774 604 848 568 700 975 1173 - - 1494 - -
Mov Cap-2 Maneuver 774 604 - 568 700 - - - - - - -
Stage 1 974 792 - 667 750 - - - - - - -
Stage 2 826 652 - 756 883 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 9.7 11.6 1.9 0
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1173 - - 811 568 1494 - -
HCM Lane V/C Ratio 0.028 - - 0.058 0.035 - - -
HCM Control Delay (s) 8.2 0 - 9.7 11.6 0 - -
HCM Lane LOS A A - A B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0 - -
Lanes, Volumes, Timings 2025 No Build PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 11 1191 402 242 2363 17 535 13 197 58 32 10
Future Volume (vph) 11 1191 402 242 2363 17 535 13 197 58 32 10
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 600 435 400 0 0 180 0
Storage Lanes 1 1 1 1 1 0 1 0
Taper Length (ft) 125 120 25 25
Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.918 0.963
Flt Protected 0.950 0.950 0.950 0.980 0.950
Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1562 0 902 1328 0
Flt Permitted 0.071 0.138 0.950 0.980 0.950
Satd. Flow (perm) 135 5136 1538 260 5036 854 1665 1562 0 902 1328 0
Right Turn on Red Yes Yes Yes No
Satd. Flow (RTOR) 423 123 40
Link Speed (mph) 45 45 35 35
Link Distance (ft) 986 1194 465 415
Travel Time (s) 14.9 18.1 9.1 8.1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0%
Adj. Flow (vph) 12 1254 423 255 2487 18 563 14 207 61 34 11
Shared Lane Traffic (%) 28%
Lane Group Flow (vph) 12 1254 423 255 2487 18 405 379 0 61 45 0
Enter Blocked Intersection No No No No No No No No No No No No
Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right
Median Width(ft) 20 20 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru
Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA
Protected Phases 1 6 5 2 4 4 3 3
Lanes, Volumes, Timings 2025 No Build PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Permitted Phases 6 6 2 2
Detector Phase 1 6 6 5 2 2 4 4 3 3
Switch Phase
Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6
Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0
Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2%
Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Recall Mode None C-Max C-Max None Max Max None None None None
Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 64.7 64.7 64.7 71.5 71.5 71.5 14.9 14.9 10.3 10.3
Actuated g/C Ratio 0.54 0.54 0.54 0.60 0.60 0.60 0.12 0.12 0.09 0.09
v/c Ratio 0.06 0.45 0.41 0.88 0.83 0.03 1.96 1.66 0.79 0.39
Control Delay 16.5 17.5 2.6 47.0 24.7 0.1 476.9 344.1 110.4 61.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.5 17.5 2.6 47.0 24.7 0.1 476.9 344.1 110.4 61.8
LOS B B A D C A F F F E
Approach Delay 13.8 26.6 412.7 89.8
Approach LOS B C F F
90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max
70th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max
50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4
50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max
30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 12.0 12.0 10.8 10.8
30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap
10th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 28.4 28.4 0.0 0.0
10th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Skip Skip
Queue Length 50th (ft) 4 208 0 69 416 0 ~552 ~460 47 33
Queue Length 95th (ft) 14 245 46 #286 #845 0 #760 #667 #121 73
Internal Link Dist (ft) 906 1114 385 335
Turn Bay Length (ft) 400 600 435 400 180
Base Capacity (vph) 319 2769 1024 291 3000 558 207 229 85 126
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.04 0.45 0.41 0.88 0.83 0.03 1.96 1.66 0.72 0.36
Intersection Summary
Lanes, Volumes, Timings 2025 No Build PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 3
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.96
Intersection Signal Delay: 80.5 Intersection LOS: F
Intersection Capacity Utilization 93.3% ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
Timing Report, Sorted By Phase 2025 No Build PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 4
Phase Number 1 2 3 4 5 6
Movement EBL WBTL SBTL NBTL WBL EBTL
Lead/Lag Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None C-Max
Maximum Split (s) 23 63 17 17 16 70
Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3%
Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3
Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3
All-Red Time (s) 1 1 2 2 1 1
Minimum Initial (s) 5 15 5 5 5 15
Vehicle Extension (s) 2 2 2 2 2 2
Minimum Gap (s) 2 2 2 2 2 2
Time Before Reduce (s) 0 0 0 0 0 0
Time To Reduce (s) 0 0 0 0 0 0
Walk Time (s) 4 4 4 4
Flash Dont Walk (s) 17 32 32 29
Dual Entry Yes Yes Yes No No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 119 56 22 39 56 72
End Time (s) 22 119 39 56 72 22
Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7
Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7
Local Start Time (s) 47 104 70 87 104 0
Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7
Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7
Intersection Summary
Cycle Length 120
Control Type Actuated-Coordinated
Natural Cycle 145
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
HCM 6th TWSC 2025 No Build PM Peak Hour
2: Mustang Ct & Southwestern St/Existing Development Driveway 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 1
Intersection
Int Delay, s/veh 5.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 3 7 58 7 0 7 19 18 0 50 0
Future Vol, veh/h 0 3 7 58 7 0 7 19 18 0 50 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0
Mvmt Flow 0 4 9 77 9 0 9 25 24 0 67 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 127 134 67 129 122 37 67 0 0 49 0 0
Stage 1 67 67 - 55 55 - - - - - - -
Stage 2 60 67 - 74 67 - - - - - - -
Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - -
Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - -
Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - -
Pot Cap-1 Maneuver 851 676 794 688 772 1041 1121 - - 1571 - -
Stage 1 948 754 - 788 853 - - - - - - -
Stage 2 957 754 - 768 843 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 838 671 794 673 766 1041 1121 - - 1571 - -
Mov Cap-2 Maneuver 838 671 - 673 766 - - - - - - -
Stage 1 940 754 - 782 846 - - - - - - -
Stage 2 939 748 - 755 843 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 9.9 11 1.3 0
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1121 - - 753 682 1571 - -
HCM Lane V/C Ratio 0.008 - - 0.018 0.127 - - -
HCM Control Delay (s) 8.2 0 - 9.9 11 0 - -
HCM Lane LOS A A - A B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.4 0 - -
Lanes, Volumes, Timings 2030 (No Build + 5 Years) AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 31 3073 990 167 733 48 414 18 215 45 10 3
Future Volume (vph) 31 3073 990 167 733 48 414 18 215 45 10 3
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 600 435 400 0 0 180 0
Storage Lanes 1 1 1 1 1 0 1 0
Taper Length (ft) 125 120 25 25
Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.897 0.968
Flt Protected 0.950 0.950 0.950 0.988 0.950
Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1535 0 902 1320 0
Flt Permitted 0.347 0.088 0.950 0.988 0.950
Satd. Flow (perm) 659 5136 1538 166 5036 854 1665 1535 0 902 1320 0
Right Turn on Red Yes Yes Yes No
Satd. Flow (RTOR) 818 123 71
Link Speed (mph) 45 45 35 35
Link Distance (ft) 986 1194 465 415
Travel Time (s) 14.9 18.1 9.1 8.1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0%
Adj. Flow (vph) 33 3235 1042 176 772 51 436 19 226 47 11 3
Shared Lane Traffic (%) 19%
Lane Group Flow (vph) 33 3235 1042 176 772 51 353 328 0 47 14 0
Enter Blocked Intersection No No No No No No No No No No No No
Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right
Median Width(ft) 20 20 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru
Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA
Protected Phases 1 6 5 2 4 4 3 3
Lanes, Volumes, Timings 2030 (No Build + 5 Years) AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Permitted Phases 6 6 2 2
Detector Phase 1 6 6 5 2 2 4 4 3 3
Switch Phase
Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6
Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0
Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3%
Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4
Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Recall Mode None C-Max C-Max None Max Max None None None None
Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 58.0 58.0 58.0 58.3 58.3 58.3 22.1 22.1 10.8 10.8
Actuated g/C Ratio 0.48 0.48 0.48 0.49 0.49 0.49 0.18 0.18 0.09 0.09
v/c Ratio 0.07 1.30 0.89 0.85 0.32 0.11 1.15 0.96 0.59 0.12
Control Delay 17.9 168.9 17.2 59.1 21.0 0.5 143.0 79.8 78.5 49.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.9 168.9 17.2 59.1 21.0 0.5 143.0 79.8 78.5 49.5
LOS B F B E C A F E E D
Approach Delay 131.1 26.7 112.5 71.9
Approach LOS F C F E
90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 13.8 13.8 17.0 17.0
90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 17.5 17.5 13.3 13.3
70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
50th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 20.2 20.2 10.6 10.6
50th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
30th %ile Green (s) 0.0 57.7 57.7 9.7 72.7 72.7 22.8 22.8 8.0 8.0
30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap
10th %ile Green (s) 0.0 59.0 59.0 8.4 72.7 72.7 36.4 36.4 0.0 0.0
10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip
Queue Length 50th (ft) 13 ~1180 167 92 151 0 ~361 ~235 36 10
Queue Length 95th (ft) 31 #1261 #643 #226 187 0 #634 #497 74 30
Internal Link Dist (ft) 906 1114 385 335
Turn Bay Length (ft) 400 600 435 400 180
Base Capacity (vph) 496 2480 1166 211 2446 477 307 341 168 246
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.07 1.30 0.89 0.83 0.32 0.11 1.15 0.96 0.28 0.06
Intersection Summary
Lanes, Volumes, Timings 2030 (No Build + 5 Years) AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 3
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.30
Intersection Signal Delay: 111.2 Intersection LOS: F
Intersection Capacity Utilization 109.5% ICU Level of Service H
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
Timing Report, Sorted By Phase 2030 (No Build + 5 Years) AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 4
Phase Number 1 2 3 4 5 6
Movement EBL WBTL SBTL NBTL WBL EBTL
Lead/Lag Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None C-Max
Maximum Split (s) 24 54 28 14 15 63
Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5%
Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3
Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3
All-Red Time (s) 1 1 2 2 1 1
Minimum Initial (s) 5 15 5 5 5 15
Vehicle Extension (s) 2 2 2 2 2 2
Minimum Gap (s) 2 2 2 2 2 2
Time Before Reduce (s) 0 0 0 0 0 0
Time To Reduce (s) 0 0 0 0 0 0
Walk Time (s) 4 4 4 4
Flash Dont Walk (s) 17 32 32 29
Dual Entry Yes Yes Yes No No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 111 57 15 43 57 72
End Time (s) 15 111 43 57 72 15
Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7
Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7
Local Start Time (s) 39 105 63 91 105 0
Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7
Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7
Intersection Summary
Cycle Length 120
Control Type Actuated-Coordinated
Natural Cycle 145
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
HCM 6th TWSC 2030 (No Build + 5 Years) AM Peak Hour
2: Mustang Ct & Southwestern St/Existing Development Driveway 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 1
Intersection
Int Delay, s/veh 4.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 5 36 17 0 0 30 51 36 0 15 0
Future Vol, veh/h 0 5 36 17 0 0 30 51 36 0 15 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0
Mvmt Flow 0 7 48 23 0 0 40 68 48 0 20 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 192 216 20 220 192 92 20 0 0 116 0 0
Stage 1 20 20 - 172 172 - - - - - - -
Stage 2 172 196 - 48 20 - - - - - - -
Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - -
Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - -
Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - -
Pot Cap-1 Maneuver 772 606 848 593 707 971 1173 - - 1485 - -
Stage 1 1004 792 - 673 760 - - - - - - -
Stage 2 835 657 - 795 883 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 750 584 848 539 681 971 1173 - - 1485 - -
Mov Cap-2 Maneuver 750 584 - 539 681 - - - - - - -
Stage 1 967 792 - 648 732 - - - - - - -
Stage 2 804 633 - 744 883 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 9.8 12 2.1 0
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1173 - - 804 539 1485 - -
HCM Lane V/C Ratio 0.034 - - 0.068 0.042 - - -
HCM Control Delay (s) 8.2 0 - 9.8 12 0 - -
HCM Lane LOS A A - A B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0 - -
Lanes, Volumes, Timings 2030 (No Build + 5 Years) PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 13 1381 466 280 2739 19 620 14 229 64 34 10
Future Volume (vph) 13 1381 466 280 2739 19 620 14 229 64 34 10
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 600 435 400 0 0 180 0
Storage Lanes 1 1 1 1 1 0 1 0
Taper Length (ft) 125 120 25 25
Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.918 0.965
Flt Protected 0.950 0.950 0.950 0.980 0.950
Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1561 0 902 1326 0
Flt Permitted 0.069 0.102 0.950 0.980 0.950
Satd. Flow (perm) 131 5136 1538 192 5036 854 1665 1561 0 902 1326 0
Right Turn on Red Yes Yes Yes No
Satd. Flow (RTOR) 491 123 40
Link Speed (mph) 45 45 35 35
Link Distance (ft) 986 1194 465 415
Travel Time (s) 14.9 18.1 9.1 8.1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0%
Adj. Flow (vph) 14 1454 491 295 2883 20 653 15 241 67 36 11
Shared Lane Traffic (%) 28%
Lane Group Flow (vph) 14 1454 491 295 2883 20 470 439 0 67 47 0
Enter Blocked Intersection No No No No No No No No No No No No
Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right
Median Width(ft) 20 20 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru
Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA
Protected Phases 1 6 5 2 4 4 3 3
Lanes, Volumes, Timings 2030 (No Build + 5 Years) PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Permitted Phases 6 6 2 2
Detector Phase 1 6 6 5 2 2 4 4 3 3
Switch Phase
Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6
Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0
Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2%
Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Recall Mode None C-Max C-Max None Max Max None None None None
Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 64.7 64.7 64.7 71.5 71.5 71.5 12.1 12.1 10.7 10.7
Actuated g/C Ratio 0.54 0.54 0.54 0.60 0.60 0.60 0.10 0.10 0.09 0.09
v/c Ratio 0.07 0.53 0.47 1.15 0.96 0.04 2.80 2.27 0.84 0.40
Control Delay 17.2 18.6 2.8 128.3 34.0 0.1 845.9 611.7 117.9 61.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.2 18.6 2.8 128.3 34.0 0.1 845.9 611.7 117.9 61.8
LOS B B A F C A F F F E
Approach Delay 14.7 42.5 732.8 94.8
Approach LOS B D F F
90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max
70th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max
50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4
50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max
30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4
30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max
10th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 15.0 15.0 7.8 7.8
10th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap
Queue Length 50th (ft) 5 254 0 ~164 572 0 ~663 ~564 52 35
Queue Length 95th (ft) 15 296 49 #406 #1073 0 #882 #781 #136 75
Internal Link Dist (ft) 906 1114 385 335
Turn Bay Length (ft) 400 600 435 400 180
Base Capacity (vph) 317 2769 1055 256 3000 558 168 193 85 125
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.04 0.53 0.47 1.15 0.96 0.04 2.80 2.27 0.79 0.38
Intersection Summary
Lanes, Volumes, Timings 2030 (No Build + 5 Years) PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 3
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 2.80
Intersection Signal Delay: 136.2 Intersection LOS: F
Intersection Capacity Utilization 104.0% ICU Level of Service G
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
Timing Report, Sorted By Phase 2030 (No Build + 5 Years) PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 4
Phase Number 1 2 3 4 5 6
Movement EBL WBTL SBTL NBTL WBL EBTL
Lead/Lag Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None C-Max
Maximum Split (s) 23 63 17 17 16 70
Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3%
Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3
Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3
All-Red Time (s) 1 1 2 2 1 1
Minimum Initial (s) 5 15 5 5 5 15
Vehicle Extension (s) 2 2 2 2 2 2
Minimum Gap (s) 2 2 2 2 2 2
Time Before Reduce (s) 0 0 0 0 0 0
Time To Reduce (s) 0 0 0 0 0 0
Walk Time (s) 4 4 4 4
Flash Dont Walk (s) 17 32 32 29
Dual Entry Yes Yes Yes No No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 119 56 22 39 56 72
End Time (s) 22 119 39 56 72 22
Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7
Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7
Local Start Time (s) 47 104 70 87 104 0
Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7
Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7
Intersection Summary
Cycle Length 120
Control Type Actuated-Coordinated
Natural Cycle 145
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
HCM 6th TWSC 2030 (No Build + 5 Years) PM Peak Hour
2: Mustang Ct & Southwestern St/Existing Development Driveway 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 1
Intersection
Int Delay, s/veh 5.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 4 9 68 9 0 9 19 21 0 50 0
Future Vol, veh/h 0 4 9 68 9 0 9 19 21 0 50 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0
Mvmt Flow 0 5 12 91 12 0 12 25 28 0 67 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 136 144 67 139 130 39 67 0 0 53 0 0
Stage 1 67 67 - 63 63 - - - - - - -
Stage 2 69 77 - 76 67 - - - - - - -
Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - -
Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - -
Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - -
Pot Cap-1 Maneuver 840 667 794 677 764 1038 1121 - - 1566 - -
Stage 1 948 754 - 779 846 - - - - - - -
Stage 2 946 746 - 766 843 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 823 660 794 657 756 1038 1121 - - 1566 - -
Mov Cap-2 Maneuver 823 660 - 657 756 - - - - - - -
Stage 1 938 754 - 770 837 - - - - - - -
Stage 2 922 738 - 749 843 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 9.9 11.4 1.5 0
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1121 - - 747 667 1566 - -
HCM Lane V/C Ratio 0.011 - - 0.023 0.154 - - -
HCM Control Delay (s) 8.2 0 - 9.9 11.4 0 - -
HCM Lane LOS A A - A B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.5 0 - -
Lanes, Volumes, Timings 2025 Build AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 36 2651 854 144 632 62 358 32 186 41 10 4
Future Volume (vph) 36 2651 854 144 632 62 358 32 186 41 10 4
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 600 435 400 0 0 180 0
Storage Lanes 1 1 1 1 1 0 1 0
Taper Length (ft) 125 120 25 25
Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.900 0.960
Flt Protected 0.950 0.950 0.950 0.989 0.950
Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1545 0 902 1335 0
Flt Permitted 0.388 0.086 0.950 0.989 0.950
Satd. Flow (perm) 737 5136 1538 162 5036 854 1665 1545 0 902 1335 0
Right Turn on Red Yes Yes Yes No
Satd. Flow (RTOR) 829 123 65
Link Speed (mph) 45 45 35 35
Link Distance (ft) 986 1194 465 415
Travel Time (s) 14.9 18.1 9.1 8.1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0%
Adj. Flow (vph) 38 2791 899 152 665 65 377 34 196 43 11 4
Shared Lane Traffic (%) 17%
Lane Group Flow (vph) 38 2791 899 152 665 65 313 294 0 43 15 0
Enter Blocked Intersection No No No No No No No No No No No No
Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right
Median Width(ft) 20 20 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru
Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA
Protected Phases 1 6 5 2 4 4 3 3
Lanes, Volumes, Timings 2025 Build AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Permitted Phases 6 6 2 2
Detector Phase 1 6 6 5 2 2 4 4 3 3
Switch Phase
Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6
Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0
Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3%
Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4
Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Recall Mode None C-Max C-Max None Max Max None None None None
Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 58.6 58.6 58.6 58.3 58.3 58.3 22.6 22.6 10.3 10.3
Actuated g/C Ratio 0.49 0.49 0.49 0.49 0.49 0.49 0.19 0.19 0.09 0.09
v/c Ratio 0.08 1.11 0.77 0.77 0.27 0.14 1.00 0.85 0.56 0.13
Control Delay 17.8 87.8 7.5 49.1 20.5 0.6 100.6 61.6 77.7 50.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.8 87.8 7.5 49.1 20.5 0.6 100.6 61.6 77.7 50.6
LOS B F A D C A F E E D
Approach Delay 67.7 24.0 81.7 70.7
Approach LOS E C F E
90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 14.6 14.6 16.2 16.2
90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 18.2 18.2 12.6 12.6
70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
50th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 20.7 20.7 10.1 10.1
50th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
30th %ile Green (s) 0.0 59.1 59.1 8.3 72.7 72.7 23.2 23.2 7.6 7.6
30th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Gap Gap
10th %ile Green (s) 0.0 60.6 60.6 6.8 72.7 72.7 36.4 36.4 0.0 0.0
10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip
Queue Length 50th (ft) 15 ~918 29 75 127 0 ~287 189 33 11
Queue Length 95th (ft) 35 #1006 167 #180 159 0 #549 #430 70 32
Internal Link Dist (ft) 906 1114 385 335
Turn Bay Length (ft) 400 600 435 400 180
Base Capacity (vph) 525 2506 1174 210 2446 477 313 344 168 249
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.07 1.11 0.77 0.72 0.27 0.14 1.00 0.85 0.26 0.06
Intersection Summary
Lanes, Volumes, Timings 2025 Build AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 3
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.11
Intersection Signal Delay: 62.0 Intersection LOS: E
Intersection Capacity Utilization 98.0% ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
Timing Report, Sorted By Phase 2025 Build AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 4
Phase Number 1 2 3 4 5 6
Movement EBL WBTL SBTL NBTL WBL EBTL
Lead/Lag Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None C-Max
Maximum Split (s) 24 54 28 14 15 63
Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5%
Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3
Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3
All-Red Time (s) 1 1 2 2 1 1
Minimum Initial (s) 5 15 5 5 5 15
Vehicle Extension (s) 2 2 2 2 2 2
Minimum Gap (s) 2 2 2 2 2 2
Time Before Reduce (s) 0 0 0 0 0 0
Time To Reduce (s) 0 0 0 0 0 0
Walk Time (s) 4 4 4 4
Flash Dont Walk (s) 17 32 32 29
Dual Entry Yes Yes Yes No No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 111 57 15 43 57 72
End Time (s) 15 111 43 57 72 15
Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7
Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7
Local Start Time (s) 39 105 63 91 105 0
Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7
Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7
Intersection Summary
Cycle Length 120
Control Type Actuated-Coordinated
Natural Cycle 145
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
HCM 6th TWSC 2025 Build AM Peak Hour
2: Mustang Ct & Southwestern St/Driveway CSD1 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 1
Intersection
Int Delay, s/veh 3.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 4 31 18 0 0 25 51 71 0 15 0
Future Vol, veh/h 0 4 31 18 0 0 25 51 71 0 15 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0
Mvmt Flow 0 5 41 24 0 0 33 68 95 0 20 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 202 249 20 225 202 116 20 0 0 163 0 0
Stage 1 20 20 - 182 182 - - - - - - -
Stage 2 182 229 - 43 20 - - - - - - -
Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - -
Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - -
Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - -
Pot Cap-1 Maneuver 761 579 848 588 698 942 1173 - - 1428 - -
Stage 1 1004 792 - 664 753 - - - - - - -
Stage 2 824 634 - 800 883 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 743 561 848 542 676 942 1173 - - 1428 - -
Mov Cap-2 Maneuver 743 561 - 542 676 - - - - - - -
Stage 1 973 792 - 643 730 - - - - - - -
Stage 2 798 614 - 756 883 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 9.8 12 1.4 0
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1173 - - 801 542 1428 - -
HCM Lane V/C Ratio 0.028 - - 0.058 0.044 - - -
HCM Control Delay (s) 8.2 0 - 9.8 12 0 - -
HCM Lane LOS A A - A B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0 - -
Lanes, Volumes, Timings 2025 Build PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 14 1191 402 242 2363 23 535 18 197 60 33 11
Future Volume (vph) 14 1191 402 242 2363 23 535 18 197 60 33 11
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 600 435 400 0 0 180 0
Storage Lanes 1 1 1 1 1 0 1 0
Taper Length (ft) 125 120 25 25
Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.919 0.962
Flt Protected 0.950 0.950 0.950 0.980 0.950
Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1564 0 902 1332 0
Flt Permitted 0.071 0.138 0.950 0.980 0.950
Satd. Flow (perm) 135 5136 1538 260 5036 854 1665 1564 0 902 1332 0
Right Turn on Red Yes Yes Yes No
Satd. Flow (RTOR) 423 123 39
Link Speed (mph) 45 45 35 35
Link Distance (ft) 986 1194 465 415
Travel Time (s) 14.9 18.1 9.1 8.1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0%
Adj. Flow (vph) 15 1254 423 255 2487 24 563 19 207 63 35 12
Shared Lane Traffic (%) 28%
Lane Group Flow (vph) 15 1254 423 255 2487 24 405 384 0 63 47 0
Enter Blocked Intersection No No No No No No No No No No No No
Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right
Median Width(ft) 20 20 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru
Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA
Protected Phases 1 6 5 2 4 4 3 3
Lanes, Volumes, Timings 2025 Build PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Permitted Phases 6 6 2 2
Detector Phase 1 6 6 5 2 2 4 4 3 3
Switch Phase
Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6
Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0
Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2%
Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Recall Mode None C-Max C-Max None Max Max None None None None
Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 64.7 64.7 64.7 71.5 71.5 71.5 14.8 14.8 10.5 10.5
Actuated g/C Ratio 0.54 0.54 0.54 0.60 0.60 0.60 0.12 0.12 0.09 0.09
v/c Ratio 0.07 0.45 0.41 0.88 0.83 0.04 1.97 1.69 0.81 0.41
Control Delay 17.4 17.5 2.6 47.0 24.7 0.1 481.9 359.8 112.2 62.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.4 17.5 2.6 47.0 24.7 0.1 481.9 359.8 112.2 62.2
LOS B B A D C A F F F E
Approach Delay 13.8 26.5 422.4 90.8
Approach LOS B C F F
90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max
70th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max
50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4
50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max
30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.6 11.6 11.2 11.2
30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap
10th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 28.4 28.4 0.0 0.0
10th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Skip Skip
Queue Length 50th (ft) 5 208 0 69 416 0 ~552 ~470 48 35
Queue Length 95th (ft) 16 245 46 #286 #845 0 #760 #678 #128 75
Internal Link Dist (ft) 906 1114 385 335
Turn Bay Length (ft) 400 600 435 400 180
Base Capacity (vph) 319 2769 1024 291 3000 558 206 227 85 126
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.05 0.45 0.41 0.88 0.83 0.04 1.97 1.69 0.74 0.37
Intersection Summary
Lanes, Volumes, Timings 2025 Build PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 3
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.97
Intersection Signal Delay: 82.1 Intersection LOS: F
Intersection Capacity Utilization 93.5% ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
Timing Report, Sorted By Phase 2025 Build PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 4
Phase Number 1 2 3 4 5 6
Movement EBL WBTL SBTL NBTL WBL EBTL
Lead/Lag Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None C-Max
Maximum Split (s) 23 63 17 17 16 70
Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3%
Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3
Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3
All-Red Time (s) 1 1 2 2 1 1
Minimum Initial (s) 5 15 5 5 5 15
Vehicle Extension (s) 2 2 2 2 2 2
Minimum Gap (s) 2 2 2 2 2 2
Time Before Reduce (s) 0 0 0 0 0 0
Time To Reduce (s) 0 0 0 0 0 0
Walk Time (s) 4 4 4 4
Flash Dont Walk (s) 17 32 32 29
Dual Entry Yes Yes Yes No No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 119 56 22 39 56 72
End Time (s) 22 119 39 56 72 22
Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7
Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7
Local Start Time (s) 47 104 70 87 104 0
Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7
Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7
Intersection Summary
Cycle Length 120
Control Type Actuated-Coordinated
Natural Cycle 145
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
HCM 6th TWSC 2025 Build PM Peak Hour
2: Mustang Ct & Southwestern St/Driveway CSD1 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 1
Intersection
Int Delay, s/veh 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 3 7 62 7 0 7 19 30 0 50 0
Future Vol, veh/h 0 3 7 62 7 0 7 19 30 0 50 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0
Mvmt Flow 0 4 9 83 9 0 9 25 40 0 67 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 135 150 67 137 130 45 67 0 0 65 0 0
Stage 1 67 67 - 63 63 - - - - - - -
Stage 2 68 83 - 74 67 - - - - - - -
Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - -
Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - -
Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - -
Pot Cap-1 Maneuver 841 662 794 679 764 1031 1121 - - 1550 - -
Stage 1 948 754 - 779 846 - - - - - - -
Stage 2 947 741 - 768 843 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 828 657 794 664 758 1031 1121 - - 1550 - -
Mov Cap-2 Maneuver 828 657 - 664 758 - - - - - - -
Stage 1 940 754 - 773 839 - - - - - - -
Stage 2 929 735 - 755 843 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 9.9 11.2 1 0
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1121 - - 747 672 1550 - -
HCM Lane V/C Ratio 0.008 - - 0.018 0.137 - - -
HCM Control Delay (s) 8.2 0 - 9.9 11.2 0 - -
HCM Lane LOS A A - A B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.5 0 - -
Lanes, Volumes, Timings 2030 (Build + 5 Years) AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 39 3073 990 167 733 66 414 32 215 47 11 4
Future Volume (vph) 39 3073 990 167 733 66 414 32 215 47 11 4
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 600 435 400 0 0 180 0
Storage Lanes 1 1 1 1 1 0 1 0
Taper Length (ft) 125 120 25 25
Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.899 0.962
Flt Protected 0.950 0.950 0.950 0.989 0.950
Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1542 0 902 1329 0
Flt Permitted 0.347 0.095 0.950 0.989 0.950
Satd. Flow (perm) 659 5136 1538 179 5036 854 1665 1542 0 902 1329 0
Right Turn on Red Yes Yes Yes No
Satd. Flow (RTOR) 816 123 68
Link Speed (mph) 45 45 35 35
Link Distance (ft) 986 1194 465 415
Travel Time (s) 14.9 18.1 9.1 8.1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0%
Adj. Flow (vph) 41 3235 1042 176 772 69 436 34 226 49 12 4
Shared Lane Traffic (%) 17%
Lane Group Flow (vph) 41 3235 1042 176 772 69 362 334 0 49 16 0
Enter Blocked Intersection No No No No No No No No No No No No
Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right
Median Width(ft) 20 20 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru
Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA
Protected Phases 1 6 5 2 4 4 3 3
Lanes, Volumes, Timings 2030 (Build + 5 Years) AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Permitted Phases 6 6 2 2
Detector Phase 1 6 6 5 2 2 4 4 3 3
Switch Phase
Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6
Total Split (s) 24.0 63.0 63.0 15.0 54.0 54.0 14.0 14.0 28.0 28.0
Total Split (%) 20.0% 52.5% 52.5% 12.5% 45.0% 45.0% 11.7% 11.7% 23.3% 23.3%
Maximum Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 8.4 8.4 22.4 22.4
Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Recall Mode None C-Max C-Max None Max Max None None None None
Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 58.0 58.0 58.0 53.5 53.5 53.5 21.9 21.9 11.0 11.0
Actuated g/C Ratio 0.48 0.48 0.48 0.45 0.45 0.45 0.18 0.18 0.09 0.09
v/c Ratio 0.09 1.30 0.90 0.85 0.34 0.15 1.19 0.99 0.60 0.13
Control Delay 18.3 168.9 17.3 61.2 23.6 1.0 156.9 87.5 79.0 49.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 18.3 168.9 17.3 61.2 23.6 1.0 156.9 87.5 79.0 49.7
LOS B F B E C A F F E D
Approach Delay 130.9 28.6 123.6 71.8
Approach LOS F C F E
90th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 13.5 13.5 17.3 17.3
90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
70th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 17.3 17.3 13.5 13.5
70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
50th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 19.9 19.9 10.9 10.9
50th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
30th %ile Green (s) 18.7 57.7 57.7 9.7 48.7 48.7 22.5 22.5 8.3 8.3
30th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Gap Gap
10th %ile Green (s) 0.0 59.0 59.0 8.4 72.7 72.7 36.4 36.4 0.0 0.0
10th %ile Term Code Skip Coord Coord Gap Coord Coord Max Max Skip Skip
Queue Length 50th (ft) 16 ~1180 169 89 151 0 ~380 ~252 37 12
Queue Length 95th (ft) 37 #1261 #645 #219 187 3 #655 #516 76 33
Internal Link Dist (ft) 906 1114 385 335
Turn Bay Length (ft) 400 600 435 400 180
Base Capacity (vph) 496 2480 1164 209 2244 448 304 337 168 248
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.08 1.30 0.90 0.84 0.34 0.15 1.19 0.99 0.29 0.06
Intersection Summary
Lanes, Volumes, Timings 2030 (Build + 5 Years) AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 3
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.30
Intersection Signal Delay: 112.4 Intersection LOS: F
Intersection Capacity Utilization 109.8% ICU Level of Service H
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
Timing Report, Sorted By Phase 2030 (Build + 5 Years) AM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 4
Phase Number 1 2 3 4 5 6
Movement EBL WBTL SBTL NBTL WBL EBTL
Lead/Lag Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None C-Max
Maximum Split (s) 24 54 28 14 15 63
Maximum Split (%) 20.0% 45.0% 23.3% 11.7% 12.5% 52.5%
Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3
Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3
All-Red Time (s) 1 1 2 2 1 1
Minimum Initial (s) 5 15 5 5 5 15
Vehicle Extension (s) 2 2 2 2 2 2
Minimum Gap (s) 2 2 2 2 2 2
Time Before Reduce (s) 0 0 0 0 0 0
Time To Reduce (s) 0 0 0 0 0 0
Walk Time (s) 4 4 4 4
Flash Dont Walk (s) 17 32 32 29
Dual Entry Yes Yes Yes No No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 111 57 15 43 57 72
End Time (s) 15 111 43 57 72 15
Yield/Force Off (s) 9.7 105.7 37.4 51.4 66.7 9.7
Yield/Force Off 170(s) 9.7 88.7 5.4 19.4 66.7 100.7
Local Start Time (s) 39 105 63 91 105 0
Local Yield (s) 57.7 33.7 85.4 99.4 114.7 57.7
Local Yield 170(s) 57.7 16.7 53.4 67.4 114.7 28.7
Intersection Summary
Cycle Length 120
Control Type Actuated-Coordinated
Natural Cycle 145
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
HCM 6th TWSC 2030 (Build + 5 Years) AM Peak Hour
2: Mustang Ct & Southwestern St/Driveway CSD1 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
AM Peak Hour starts at 7:30 am Page 1
Intersection
Int Delay, s/veh 3.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 5 36 20 0 0 30 51 76 0 15 0
Future Vol, veh/h 0 5 36 20 0 0 30 51 76 0 15 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0
Mvmt Flow 0 7 48 27 0 0 40 68 101 0 20 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 219 269 20 247 219 119 20 0 0 169 0 0
Stage 1 20 20 - 199 199 - - - - - - -
Stage 2 199 249 - 48 20 - - - - - - -
Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - -
Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - -
Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - -
Pot Cap-1 Maneuver 741 564 848 567 683 938 1173 - - 1421 - -
Stage 1 1004 792 - 648 740 - - - - - - -
Stage 2 807 621 - 795 883 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 720 543 848 514 657 938 1173 - - 1421 - -
Mov Cap-2 Maneuver 720 543 - 514 657 - - - - - - -
Stage 1 966 792 - 623 712 - - - - - - -
Stage 2 776 597 - 744 883 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 9.9 12.4 1.6 0
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1173 - - 794 514 1421 - -
HCM Lane V/C Ratio 0.034 - - 0.069 0.052 - - -
HCM Control Delay (s) 8.2 0 - 9.9 12.4 0 - -
HCM Lane LOS A A - A B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.2 0.2 0 - -
Lanes, Volumes, Timings 2030 (Build + 5 Years) PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 15 1381 466 280 2739 24 620 19 229 65 35 11
Future Volume (vph) 15 1381 466 280 2739 24 620 19 229 65 35 11
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 600 435 400 0 0 180 0
Storage Lanes 1 1 1 1 1 0 1 0
Taper Length (ft) 125 120 25 25
Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.919 0.963
Flt Protected 0.950 0.950 0.950 0.980 0.950
Satd. Flow (prot) 1805 5136 1538 1787 5036 854 1665 1564 0 902 1328 0
Flt Permitted 0.069 0.102 0.950 0.980 0.950
Satd. Flow (perm) 131 5136 1538 192 5036 854 1665 1564 0 902 1328 0
Right Turn on Red Yes Yes Yes No
Satd. Flow (RTOR) 491 123 39
Link Speed (mph) 45 45 35 35
Link Distance (ft) 986 1194 465 415
Travel Time (s) 14.9 18.1 9.1 8.1
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Heavy Vehicles (%) 0% 1% 5% 1% 3% 89% 3% 0% 5% 100% 50% 0%
Adj. Flow (vph) 16 1454 491 295 2883 25 653 20 241 68 37 12
Shared Lane Traffic (%) 28%
Lane Group Flow (vph) 16 1454 491 295 2883 25 470 444 0 68 49 0
Enter Blocked Intersection No No No No No No No No No No No No
Lane Alignment Left Left Right Left Left Right Left Left Right Left L NA Right
Median Width(ft) 20 20 24 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru
Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA
Protected Phases 1 6 5 2 4 4 3 3
Lanes, Volumes, Timings 2030 (Build + 5 Years) PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Permitted Phases 6 6 2 2
Detector Phase 1 6 6 5 2 2 4 4 3 3
Switch Phase
Minimum Initial (s) 5.0 15.0 15.0 5.0 15.0 15.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.3 38.3 38.3 10.3 26.3 26.3 41.6 41.6 41.6 41.6
Total Split (s) 23.0 70.0 70.0 16.0 63.0 63.0 17.0 17.0 17.0 17.0
Total Split (%) 19.2% 58.3% 58.3% 13.3% 52.5% 52.5% 14.2% 14.2% 14.2% 14.2%
Maximum Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
Yellow Time (s) 4.3 4.3 4.3 4.3 4.3 4.3 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.3 5.3 5.3 5.6 5.6 5.6 5.6
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Recall Mode None C-Max C-Max None Max Max None None None None
Walk Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Flash Dont Walk (s) 29.0 29.0 17.0 17.0 32.0 32.0 32.0 32.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 64.7 64.7 64.7 71.5 71.5 71.5 12.1 12.1 10.7 10.7
Actuated g/C Ratio 0.54 0.54 0.54 0.60 0.60 0.60 0.10 0.10 0.09 0.09
v/c Ratio 0.08 0.53 0.47 1.15 0.96 0.04 2.80 2.31 0.85 0.42
Control Delay 17.9 18.6 2.8 128.3 34.0 0.2 848.9 629.5 119.9 62.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.9 18.6 2.8 128.3 34.0 0.2 848.9 629.5 119.9 62.3
LOS B B A F C A F F F E
Approach Delay 14.7 42.4 742.3 95.8
Approach LOS B D F F
90th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
90th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max
70th %ile Green (s) 17.7 64.7 64.7 10.7 57.7 57.7 11.4 11.4 11.4 11.4
70th %ile Term Code Hold Coord Coord Max Coord Coord Max Max Max Max
50th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4
50th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max
30th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 11.4 11.4 11.4 11.4
30th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Max Max
10th %ile Green (s) 0.0 64.7 64.7 10.7 80.7 80.7 14.9 14.9 7.9 7.9
10th %ile Term Code Skip Coord Coord Max Coord Coord Max Max Gap Gap
Queue Length 50th (ft) 6 254 0 ~164 572 0 ~663 ~573 52 36
Queue Length 95th (ft) 17 296 49 #406 #1073 0 #882 #792 #137 78
Internal Link Dist (ft) 906 1114 385 335
Turn Bay Length (ft) 400 600 435 400 180
Base Capacity (vph) 317 2769 1055 256 3000 558 168 192 85 126
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.05 0.53 0.47 1.15 0.96 0.04 2.80 2.31 0.80 0.39
Intersection Summary
Lanes, Volumes, Timings 2030 (Build + 5 Years) PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 3
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 2.80
Intersection Signal Delay: 137.9 Intersection LOS: F
Intersection Capacity Utilization 104.1% ICU Level of Service G
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
Timing Report, Sorted By Phase 2030 (Build + 5 Years) PM Peak Hour
1: Mustang Dr/Mustang Ct & SH 26 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 4
Phase Number 1 2 3 4 5 6
Movement EBL WBTL SBTL NBTL WBL EBTL
Lead/Lag Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None C-Max
Maximum Split (s) 23 63 17 17 16 70
Maximum Split (%) 19.2% 52.5% 14.2% 14.2% 13.3% 58.3%
Minimum Split (s) 10.3 26.3 41.6 41.6 10.3 38.3
Yellow Time (s) 4.3 4.3 3.6 3.6 4.3 4.3
All-Red Time (s) 1 1 2 2 1 1
Minimum Initial (s) 5 15 5 5 5 15
Vehicle Extension (s) 2 2 2 2 2 2
Minimum Gap (s) 2 2 2 2 2 2
Time Before Reduce (s) 0 0 0 0 0 0
Time To Reduce (s) 0 0 0 0 0 0
Walk Time (s) 4 4 4 4
Flash Dont Walk (s) 17 32 32 29
Dual Entry Yes Yes Yes No No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes
Start Time (s) 119 56 22 39 56 72
End Time (s) 22 119 39 56 72 22
Yield/Force Off (s) 16.7 113.7 33.4 50.4 66.7 16.7
Yield/Force Off 170(s) 16.7 96.7 1.4 18.4 66.7 107.7
Local Start Time (s) 47 104 70 87 104 0
Local Yield (s) 64.7 41.7 81.4 98.4 114.7 64.7
Local Yield 170(s) 64.7 24.7 49.4 66.4 114.7 35.7
Intersection Summary
Cycle Length 120
Control Type Actuated-Coordinated
Natural Cycle 145
Offset: 72 (60%), Referenced to phase 6:EBTL, Start of Green
Splits and Phases: 1: Mustang Dr/Mustang Ct & SH 26
HCM 6th TWSC 2030 (Build + 5 Years) PM Peak Hour
2: Mustang Ct & Southwestern St/Driveway CSD1 08/18/2023
Constellation Warehouse Development TIA Synchro 11 Report
PM Peak Hour starts at 4:30 pm Page 1
Intersection
Int Delay, s/veh 5.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 4 9 72 9 0 9 19 33 0 50 0
Future Vol, veh/h 0 4 9 72 9 0 9 19 33 0 50 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 50 92 83 0 0 90 0 67 0 0 0
Mvmt Flow 0 5 12 96 12 0 12 25 44 0 67 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 144 160 67 147 138 47 67 0 0 69 0 0
Stage 1 67 67 - 71 71 - - - - - - -
Stage 2 77 93 - 76 67 - - - - - - -
Critical Hdwy 7.1 7 7.12 7.93 6.5 6.2 5 - - 4.1 - -
Critical Hdwy Stg 1 6.1 6 - 6.93 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 6 - 6.93 5.5 - - - - - - -
Follow-up Hdwy 3.5 4.45 4.128 4.247 4 3.3 3.01 - - 2.2 - -
Pot Cap-1 Maneuver 830 653 794 668 757 1028 1121 - - 1545 - -
Stage 1 948 754 - 771 840 - - - - - - -
Stage 2 937 733 - 766 843 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 813 646 794 648 749 1028 1121 - - 1545 - -
Mov Cap-2 Maneuver 813 646 - 648 749 - - - - - - -
Stage 1 938 754 - 763 831 - - - - - - -
Stage 2 913 725 - 749 843 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 10 11.5 1.2 0
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1121 - - 742 658 1545 - -
HCM Lane V/C Ratio 0.011 - - 0.023 0.164 - - -
HCM Control Delay (s) 8.2 0 - 10 11.5 0 - -
HCM Lane LOS A A - B B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.6 0 - -
Constellation Southlake Warehouse Development August 18, 2023
SH 26 / Mustang Court AVO 54443
Southlake, Texas
- E -
Appendix E
–
Existing Signal Timing Sheets
Controller Database Timing Sheet
102 - SH26 @ Mustang( Standard File )
Reviewed By:naztecCreated By:
Station:
Type:Firmware:NTCIP 76.x ATC Ethernet 76.15g
Modified By:
87654321
2A Input Map
00000000Pin 8
00000000Pin 7
00000000Pin 6
00000000Pin 5
00000000Pin 4
00000000Pin 3
00000000Pin 2
00000000Pin 1
TABLE - 1
102 1/28/2021 1:22:16 PM1/99
87654321
2A Output Map
00000000Pin 8
00000000Pin 7
00000000Pin 6
00000000Pin 5
00000000Pin 4
00000000Pin 3
00000000Pin 2
00000000Pin 1
TABLE - 1
Special
8
Special
7
Special
6
Special
5
Special
4
Special
3
Special
2
Special
1Pre2Pre1Aux 3Aux 2Aux 1Pattern
Actions
.......00...25424
.......00...2323
.......00...2222
.......00...2121
.......00...2020
.......00...1919
.......00...1818
.......00...1717
.......00...1616
.......00...1515
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.......00...1111
.......00...1010
.......00...99
.......00...88
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.......00...44
.......00...33
.......00...22
.......00...11
102 1/28/2021 1:22:16 PM2/99
Special
8
Special
7
Special
6
Special
5
Special
4
Special
3
Special
2
Special
1Pre2Pre1Aux 3Aux 2Aux 1Pattern
Actions
.......00...059
.......00...058
.......00...057
.......00...056
.......00...055
.......00...054
.......00...053
.......00...052
.......00...051
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.......00...046
.......00...045
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.......00...043
.......00...042
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.......00...040
.......00...039
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.......00...035
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.......00...028
.......00...027
.......00...026
.......00...25525
102 1/28/2021 1:22:16 PM3/99
Special
8
Special
7
Special
6
Special
5
Special
4
Special
3
Special
2
Special
1Pre2Pre1Aux 3Aux 2Aux 1Pattern
Actions
.......00...094
.......00...093
.......00...092
.......00...091
.......00...090
.......00...089
.......00...088
.......00...087
.......00...086
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.......00...069
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.......00...063
.......00...062
.......00...061
.......00...060
102 1/28/2021 1:22:16 PM4/99
Special
8
Special
7
Special
6
Special
5
Special
4
Special
3
Special
2
Special
1Pre2Pre1Aux 3Aux 2Aux 1Pattern
Actions
.......00...0100
.......00...099
.......00...098
.......00...097
.......00...096
.......00...095
102 1/28/2021 1:22:16 PM5/99
87654321
Adaptive
00000000UpPredictor
00000000Smooth Fact
00000000Secs Per Acc
00000000P8 Rate Limit
00000000P7 Rate Limit
00000000P6 Rate Limit
00000000P5 Rate Limit
00000000P4 Rate Limit
00000000P3 Rate Limit
00000000P2 Rate Limit
00000000P1 Rate Limit
00000000P8 Max Grow
00000000P7 Max Grow
00000000P6 Max Grow
00000000P5 Max Grow
00000000P4 Max Grow
00000000P3 Max Grow
00000000P2 Max Grow
00000000P1 Max Grow
00000000P8 Degree Sat
00000000P7 Degree Sat
00000000P6 Degree Sat
00000000P5 Degree Sat
00000000P4 Degree Sat
00000000P3 Degree Sat
00000000P2 Degree Sat
00000000P1 Degree Sat
........P8 Storage
........P7 Storage
........P6 Storage
........P5 Storage
........P4 Storage
........P3 Storage
........P2 Storage
........P1 Storage
TABLE - 1
102 1/28/2021 1:22:16 PM6/99
Pl
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0
2
9
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7
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4
2
3
2
2
2
1
2
0
1
9
1
8
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1
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5
1
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1
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1
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Adv Schedule
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..................................................16
..................................................15
..................................................14
..................................................13
..................................................12
..................................................11
..................................................10
..................................................9
..................................................8
..................................................7
..................................................6
..................................................5
..................................................4
..................................................3
..................................................2
.XXXXX.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX1
102 1/28/2021 1:22:16 PM7/99
Pl
a
n
S
at
Fr
i
T
h
u
W
e
d
T
u
e
M
o
n
S
u
n
3
1
3
0
2
9
2
8
2
7
2
6
2
5
2
4
2
3
2
2
2
1
2
0
1
9
1
8
1
7
1
6
1
5
1
4
1
3
1
2
1
1
1
0
0
9
0
8
0
7
0
6
0
5
0
4
0
3
0
2
0
1
D
e
c
N
o
v
O
ct
S
e
p
A
u
g
Ju
l
Ju
n
M
a
y
A
pr
M
ar
F
e
b
Ja
n
Adv Schedule
..................................................68
..................................................67
..................................................66
..................................................65
..................................................64
..................................................63
..................................................62
..................................................61
..................................................60
..................................................59
..................................................58
..................................................57
..................................................56
..................................................55
..................................................54
..................................................53
..................................................52
..................................................51
..................................................50
..................................................49
..................................................48
..................................................47
..................................................46
..................................................45
..................................................44
..................................................43
..................................................42
..................................................41
..................................................40
..................................................39
..................................................38
..................................................37
..................................................36
..................................................35
102 1/28/2021 1:22:16 PM8/99
Pl
a
n
S
at
Fr
i
T
h
u
W
e
d
T
u
e
M
o
n
S
u
n
3
1
3
0
2
9
2
8
2
7
2
6
2
5
2
4
2
3
2
2
2
1
2
0
1
9
1
8
1
7
1
6
1
5
1
4
1
3
1
2
1
1
1
0
0
9
0
8
0
7
0
6
0
5
0
4
0
3
0
2
0
1
D
e
c
N
o
v
O
ct
S
e
p
A
u
g
Ju
l
Ju
n
M
a
y
A
pr
M
ar
F
e
b
Ja
n
Adv Schedule
..................................................100
..................................................99
..................................................98
..................................................97
..................................................96
..................................................95
..................................................94
..................................................93
..................................................92
..................................................91
..................................................90
..................................................89
..................................................88
..................................................87
..................................................86
..................................................85
..................................................84
..................................................83
..................................................82
..................................................81
..................................................80
..................................................79
..................................................78
..................................................77
..................................................76
..................................................75
..................................................74
..................................................73
..................................................72
..................................................71
..................................................70
..................................................69
Value
Adv Warning
102 1/28/2021 1:22:16 PM9/99
Value
Adv Warning
0Aux Out 2 Time
0Aux Out 2 P
0Aux Out 1 Time
0Aux Out 1 P
TABLE - 1
4321
Async Parameters
0000Async 1 Mode
NONENONENONENONEAsync 1 Echo
.SP8SP2SP1Async 1 Port
TABLE - 1
Value
Auto Flash
0O9
0O8
0O7
0O6
0O5
0O4
0O3
0O2
0O1
0P12
0P11
0P10
0P9
0P8
0P7
0P6
0P5
0P4
0P3
0P2
0P1
TABLE - 1
102 1/28/2021 1:22:16 PM10/99
Value
Auto Flash
15Red
35Yellow
0O12
0O11
0O10
Value
Auto Flash Parms
CHANNELFlash Mode
D-CONNInput Source Type 2
TABLE - 1
87654321
Call Inhibit Redirect Alt
00000000Redirect P Calls To 1
00000000Redirect P Calls From 1
00000000Call P4
00000000Call P3
00000000Call P2
00000000Call P1
........Inhibit P16
........Inhibit P15
........Inhibit P14
........Inhibit P13
........Inhibit P12
........Inhibit P11
........Inhibit P10
........Inhibit P9
........Inhibit P8
........Inhibit P7
........Inhibit P6
........Inhibit P5
........Inhibit P4
........Inhibit P3
........Inhibit P2
........Inhibit P1
TABLE - 1
102 1/28/2021 1:22:16 PM11/99
87654321
Call Inhibit Redirect Alt
00000000Redirect P Calls To 4
00000000Redirect P Calls From 4
00000000Redirect P Calls To 3
00000000Redirect P Calls From 3
00000000Redirect P Calls To 2
00000000Redirect P Calls From 2
00000000Redirect P Calls To 1
00000000Redirect P Calls From 1
00000000Call P4
00000000Call P3
00000000Call P2
00000000Call P1
........Inhibit P16
........Inhibit P15
........Inhibit P14
........Inhibit P13
........Inhibit P12
........Inhibit P11
........Inhibit P10
........Inhibit P9
........Inhibit P8
........Inhibit P7
........Inhibit P6
........Inhibit P5
........Inhibit P4
........Inhibit P3
........Inhibit P2
........Inhibit P1
TABLE - 2
00000000Assign Ph
00000000Redirect P Calls To 4
00000000Redirect P Calls From 4
00000000Redirect P Calls To 3
00000000Redirect P Calls From 3
00000000Redirect P Calls To 2
00000000Redirect P Calls From 2
102 1/28/2021 1:22:16 PM12/99
87654321
Call Inhibit Redirect Alt
00000000Assign Ph
Value
Channel Parms
DEFAULTExtra Maps Enable
.TOD Dim Enable
TABLE - 1
3231302928272625242322212019181716151413121110987654321
Channels Assignments
++++++++++++++++++++++++++++++++Dimming Cyc
................................Dimming Red
................................Dimming Yellow
................................Dimming Green
................................Alt Hz
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
DR
K
RE
D
RE
D
RE
D
RE
D
RE
D
RE
D
RE
D
RE
DFlash
........VE
H
VE
H
VE
H
VE
HPEDPEDPEDPEDPEDPEDOLPOLPPEDPEDPEDPEDOLPVE
H
VE
HOLPVE
H
VE
H
VE
HOLPType
00000000000075318631364217664322PH/OLP #
TABLE - 1
3231302928272625242322212019181716151413121110987654321
Channels Assignments Plus
00000000000000000000060200000000Olap Ovrd
00000000000000000000000000000000Override Type
00000000000000000000000000000000Color Flash Rate
................................Inh Red Flash in
Preempt
................................Flash Green
.....................X.X........Flash Yellow
................................Flash Red
TABLE - 1
Value
Console Parms
10Display Time
UNUSEDAux Switch Function
TABLE - 1
102 1/28/2021 1:22:16 PM13/99
Value
Console Parms
0Ada Button time
.Error Logging
0Security Delay
8Screen Size
.FYA Inhibit RedStart
.Console Options
.Tone Disable
3231302928272625242322212019181716151413121110987654321
Coord External IO
11111111111111111111111111111111Plan
11111111111111111111111111111111Offset
TABLE - 1
Value
Coordination Parms
FLOATForce Mode
MAX 1Maximum Mode
SHRT/LNGCorrection Mode
0Test OpMode
TABLE - 1
Value
Coordination Parms Plus
.Free OnSeq Chang
.Closed Loop Active
+Coord NTCIP Yield Sign
0NTCIP Yield
.Coord Easy Float
.Latch Sec Foff
.Auto Err Reset
.External
XStop In Walk
NO_RECYCLEWalk Recycle
TIMEDLeave Walk After
TIMEDLeave Walk Before
RESERVEDForce-Off+
TABLE - 1
102 1/28/2021 1:22:16 PM14/99
Value
Coordination Parms Plus
0Plan D
0Plan C
0Plan B
0Plan A
.Dyn Shortway
.Ext Pattern
.Ped Call Inh
.No Added Init
16151413121110987654321
Day Plan
00000000000002190Hour
TABLE - 7
0000000000000241224Action
0000000000000000Minute
00000000000002190Hour
TABLE - 6
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 5
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 4
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 3
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 2
00000000024121312151124Action
00000000003030300300Minute
0000000002118159860Hour
TABLE - 1
102 1/28/2021 1:22:16 PM15/99
16151413121110987654321
Day Plan
0000000000000000Minute
0000000000000000Hour
TABLE - 16
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 15
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 14
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 13
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 12
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 11
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 10
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 9
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 8
0000000000000241224Action
0000000000000000Minute
102 1/28/2021 1:22:16 PM16/99
16151413121110987654321
Day Plan
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 25
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 24
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 23
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 22
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 21
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 20
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 19
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 18
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 17
0000000000000000Action
102 1/28/2021 1:22:16 PM17/99
16151413121110987654321
Day Plan
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 32
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 31
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 30
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 29
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 28
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 27
0000000000000000Action
0000000000000000Minute
0000000000000000Hour
TABLE - 26
3231302928272625242322212019181716151413121110987654321
Day Plan Link
00000000000000000000000000000000Link
TABLE - 1
87654321
DCS
00000000Phase
TABLE - 1
102 1/28/2021 1:22:16 PM18/99
87654321
DCS
00000000Zone Exit Time
00000000Zone Arrival Time
00000000Trap Distance
00000000Speed Trap
00000000Stage Percent
00000000Max Len
00000000Max Speed
Value
Detector Parms
.TS2 Det Faults
15Vol/Occ Period Minutes
0Vol/Occ Period Seconds
TABLE - 1
Value
DSRC
0Port
0IP 4
0IP 3
0IP 2
0IP 1
TABLE - 1
121110987654321
Emergency
000000000000Hold Window
000000000000None Pri Max Adjust
000000000000Max Adjust
000000000000Cycle Adjust
000000000000Preempt Number
000000000000PriPhaseRing4
000000000000PriPhaseRing3
000000000000PriPhaseRing2
000000000000PriPhaseRing1
TABLE - 1
Enable Alarms
102 1/28/2021 1:22:16 PM19/99
Alarm Enable
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
102 1/28/2021 1:22:16 PM20/99
Alarm Enable
Enable Alarms
73
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
102 1/28/2021 1:22:16 PM21/99
Alarm Enable
Enable Alarms
109
108
107
106
105
104
103
102
101
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
78
77
76
75
74
102 1/28/2021 1:22:16 PM22/99
Alarm Enable
Enable Alarms
128
127
126
125
124
123
122
121
120
119
118
117
116
115
114
113
112
111
110
Event Enable
Enable Events
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
102 1/28/2021 1:22:16 PM23/99
Event Enable
Enable Events
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
102 1/28/2021 1:22:16 PM24/99
Event Enable
Enable Events
87
86
85
84
83
82
81
80
79
78
77
76
75
74
73
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
102 1/28/2021 1:22:16 PM25/99
Event Enable
Enable Events
123
122
121
120
119
118
117
116
115
114
113
112
111
110
109
108
107
106
105
104
103
102
101
100
99
98
97
96
95
94
93
92
91
90
89
88
102 1/28/2021 1:22:16 PM26/99
Event Enable
Enable Events
128
127
126
125
124
Value
Event Parms
15Mon Flash Time Delay
.TX Local Alarms
0User Assign Alarm 2
0User Assign Alarm 1
.Moe Event Enable
XLoc Pattern Event
Enable
XPreempt Event Enable
.Access Event Enable
TABLE - 1
Value
General Comm Parms
0Tele11
0Tele10
0Tele9
0Tele8
0Tele7
0Tele6
0Tele5
0Tele4
0Tele3
0Tele2
0Tele1
0Group ID
0Master ID
102Station ID
900Backup Time
TABLE - 1
102 1/28/2021 1:22:16 PM27/99
Value
General Comm Parms
.Modem Enable
0Idle Time
0Dial Time
0Alt Tel12
0Alt Tel11
0Alt Tel10
0Alt Tel9
0Alt Tel8
0Alt Tel7
0Alt Tel6
0Alt Tel5
0Alt Tel4
0Alt Tel3
0Alt Tel2
0Alt Tel1
0Tele12
2019181716151413121110987654321
IO Logic
--------------------Operand 3 Invert
IIIIIIIIIIIIIIIIIIIIOperand 3 IO
--------------------------------------------------------------------------------Operator 3 Function
--------------------Operand 2 Invert
IIIIIIIIIIIIIIIIIIIIOperand 2 IO
--------------------------------------------------------------------------------Operator 2 Function
--------------------Operand 1 Invert
IIIIIIIIIIIIIIIIIIIIOperand 1 IO
IIIIIIIIIIIIIIIIIIIIOperand 1 Result
--------------------------------------------------------------------------------Operator 1 Function
00000000000000000000Src 3
00000000000000000000Fun 3
00000000000000000000Src 2
00000000000000000000Fun 2
00000000000000000000Src 1
00000000000000000000Fun 1
00000000000000000000Result
TABLE - 1
102 1/28/2021 1:22:16 PM28/99
2019181716151413121110987654321
IO Logic
00000000000000000000Time
DLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYDLYTime Operator
Value
IO Parms
.Invert Local Flash
NONESiu Cmu Map
0P2P Timeout
0CNA FreeTime
EXTPreempt or Ext Output
AUTOC1-C11-ABC IO Mode
DEFAULTAlt T&F Biu Map
NONED Conn Mapping
TABLE - 1
Value
IP Parameters
.Use Grat Arp
.Use DHCP
5003IP Port
1IP Gateway 4
100IP Gateway 3
132IP Gateway 2
10IP Gateway 1
0IP Broadcast 4
0IP Broadcast 3
0IP Broadcast 2
0IP Broadcast 1
0IP Mask 4
0IP Mask 3
255IP Mask 2
255IP Mask 1
36IP Address 4
2IP Address 3
132IP Address 2
10IP Address 1
TABLE - 1
102 1/28/2021 1:22:16 PM29/99
Value
IP Parameters
0IP Address Host 2-4
0IP Address Host 2-3
0IP Address Host 2-2
0IP Address Host 2-1
0IP Address Host 1-4
0IP Address Host 1-3
0IP Address Host 1-2
0IP Address Host 1-1
Value
ITS Cab Device
2070-2AFIO Type
.FIO
.CMU 17
.CMU 16
.CMU 15
.Input 13
.Input 12
.Input 11
.Input 10
.Input 9
.Switch Pack 7
.Switch Pack 6
.Switch Pack 5
.Switch Pack 4
.Switch Pack 3
.Switch Pack 1
TABLE - 1
7654321
Lane Control Plans
NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 1
0000000Red 1
0000000Clearance 1
0000000Duration
----------------------------Plan 1
TABLE - 1
102 1/28/2021 1:22:16 PM30/99
7654321
Lane Control Plans
INDPEDINDPEDINDPEDINDPEDINDPEDINDPEDINDPEDBOS D
INDPEDINDPEDINDPEDINDPEDINDPEDINDPEDINDPEDBOS C
INDPEDINDPEDINDPEDINDPEDINDPEDINDPEDINDPEDBOS B
INDPEDINDPEDINDPEDINDPEDINDPEDINDPEDINDPEDBOS A
NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 10
NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 9
NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 8
NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 7
NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 6
NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 5
NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 4
NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 3
NO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLENO_RECYCLELUS 2
Value
MMU Permissives
.MMU 2 Channel 7
XMMU 2 Channel 6
XMMU 2 Channel 5
.MMU 2 Channel 4
.MMU 2 Channel 3
.MMU 1 Channel 16
.MMU 1 Channel 15
.MMU 1 Channel 14
.MMU 1 Channel 13
.MMU 1 Channel 12
XMMU 1 Channel 11
.MMU 1 Channel 10
.MMU 1 Channel 9
.MMU 1 Channel 8
.MMU 1 Channel 7
XMMU 1 Channel 6
XMMU 1 Channel 5
.MMU 1 Channel 4
.MMU 1 Channel 3
.MMU 1 Channel 2
TABLE - 1
102 1/28/2021 1:22:16 PM31/99
Value
MMU Permissives
.MMU 5 Channel 7
.MMU 5 Channel 6
.MMU 4 Channel 16
.MMU 4 Channel 15
XMMU 4 Channel 14
.MMU 4 Channel 13
.MMU 4 Channel 12
.MMU 4 Channel 11
XMMU 4 Channel 10
.MMU 4 Channel 9
.MMU 4 Channel 8
.MMU 4 Channel 7
.MMU 4 Channel 6
.MMU 4 Channel 5
.MMU 3 Channel 16
.MMU 3 Channel 15
.MMU 3 Channel 14
XMMU 3 Channel 13
XMMU 3 Channel 12
.MMU 3 Channel 11
.MMU 3 Channel 10
.MMU 3 Channel 9
XMMU 3 Channel 8
XMMU 3 Channel 7
.MMU 3 Channel 6
.MMU 3 Channel 5
.MMU 3 Channel 4
.MMU 2 Channel 16
.MMU 2 Channel 15
.MMU 2 Channel 14
.MMU 2 Channel 13
.MMU 2 Channel 12
XMMU 2 Channel 11
.MMU 2 Channel 10
XMMU 2 Channel 9
.MMU 2 Channel 8
102 1/28/2021 1:22:16 PM32/99
Value
MMU Permissives
.MMU 8 Channel 16
.MMU 8 Channel 15
.MMU 8 Channel 14
.MMU 8 Channel 13
.MMU 8 Channel 12
.MMU 8 Channel 11
.MMU 8 Channel 10
.MMU 8 Channel 9
.MMU 7 Channel 16
.MMU 7 Channel 15
.MMU 7 Channel 14
.MMU 7 Channel 13
.MMU 7 Channel 12
.MMU 7 Channel 11
.MMU 7 Channel 10
.MMU 7 Channel 9
.MMU 7 Channel 8
.MMU 6 Channel 16
.MMU 6 Channel 15
.MMU 6 Channel 14
.MMU 6 Channel 13
.MMU 6 Channel 12
XMMU 6 Channel 11
.MMU 6 Channel 10
XMMU 6 Channel 9
.MMU 6 Channel 8
.MMU 6 Channel 7
.MMU 5 Channel 16
.MMU 5 Channel 15
.MMU 5 Channel 14
.MMU 5 Channel 13
.MMU 5 Channel 12
.MMU 5 Channel 11
.MMU 5 Channel 10
XMMU 5 Channel 9
.MMU 5 Channel 8
102 1/28/2021 1:22:16 PM33/99
Value
MMU Permissives
.MMU 15 Channel 16
.MMU 14 Channel 16
.MMU 14 Channel 15
.MMU 13 Channel 16
.MMU 13 Channel 15
.MMU 13 Channel 14
.MMU 12 Channel 16
.MMU 12 Channel 15
.MMU 12 Channel 14
XMMU 12 Channel 13
.MMU 11 Channel 16
.MMU 11 Channel 15
.MMU 11 Channel 14
.MMU 11 Channel 13
.MMU 11 Channel 12
.MMU 10 Channel 16
.MMU 10 Channel 15
XMMU 10 Channel 14
.MMU 10 Channel 13
.MMU 10 Channel 12
.MMU 10 Channel 11
.MMU 9 Channel 16
.MMU 9 Channel 15
.MMU 9 Channel 14
.MMU 9 Channel 13
.MMU 9 Channel 12
XMMU 9 Channel 11
.MMU 9 Channel 10
16151413121110987654321
MMU to Controller Mapping
16151413121110987654321MMU Channel
TABLE - 1
4321
Overlap Alternate
TABLE - 1
102 1/28/2021 1:22:16 PM34/99
4321
Overlap Alternate
0000Conflict O8
0000Conflict O7
0000Conflict O6
0000Conflict O5
0000Conflict O4
0000Conflict O3
0000Conflict O2
0000Conflict O1
0000Conflict P8
0000Conflict P7
0000Conflict P6
0000Conflict P5
0000Conflict P4
0000Conflict P3
0000Conflict P2
0000Conflict P1
0000Red
0000Yellow
0000Green
INDPEDINDPEDINDPEDINDPEDType
0000Modify P8
0000Modify P7
0000Modify P6
0000Modify P5
0000Modify P4
0000Modify P3
0000Modify P2
0000Modify P1
0000Included P8
0000Included P7
0000Included P6
0000Included P5
0000Included P4
0000Included P3
0000Included P2
0000Included P1
102 1/28/2021 1:22:16 PM35/99
4321
Overlap Alternate
0000Conflict P6
0000Conflict P5
0000Conflict P4
0000Conflict P3
0000Conflict P2
0000Conflict P1
0000Red
0000Yellow
0000Green
INDPEDINDPEDINDPEDINDPEDType
0000Modify P8
0000Modify P7
0000Modify P6
0000Modify P5
0000Modify P4
0000Modify P3
0000Modify P2
0000Modify P1
0000Included P8
0000Included P7
0000Included P6
0000Included P5
0000Included P4
0000Included P3
0000Included P2
0000Included P1
TABLE - 2
0000Overlap Number
0000Conflict Ped 8
0000Conflict Ped 7
0000Conflict Ped 6
0000Conflict Ped 5
0000Conflict Ped 4
0000Conflict Ped 3
0000Conflict Ped 2
0000Conflict Ped 1
102 1/28/2021 1:22:16 PM36/99
4321
Overlap Alternate
0000Modify P8
0000Modify P7
0000Modify P6
0000Modify P5
0000Modify P4
0000Modify P3
0000Modify P2
0000Modify P1
0000Included P8
0000Included P7
0000Included P6
0000Included P5
0000Included P4
0000Included P3
0000Included P2
0000Included P1
TABLE - 3
0000Overlap Number
0000Conflict Ped 8
0000Conflict Ped 7
0000Conflict Ped 6
0000Conflict Ped 5
0000Conflict Ped 4
0000Conflict Ped 3
0000Conflict Ped 2
0000Conflict Ped 1
0000Conflict O8
0000Conflict O7
0000Conflict O6
0000Conflict O5
0000Conflict O4
0000Conflict O3
0000Conflict O2
0000Conflict O1
0000Conflict P8
0000Conflict P7
102 1/28/2021 1:22:16 PM37/99
4321
Overlap Alternate
0000Overlap Number
0000Conflict Ped 8
0000Conflict Ped 7
0000Conflict Ped 6
0000Conflict Ped 5
0000Conflict Ped 4
0000Conflict Ped 3
0000Conflict Ped 2
0000Conflict Ped 1
0000Conflict O8
0000Conflict O7
0000Conflict O6
0000Conflict O5
0000Conflict O4
0000Conflict O3
0000Conflict O2
0000Conflict O1
0000Conflict P8
0000Conflict P7
0000Conflict P6
0000Conflict P5
0000Conflict P4
0000Conflict P3
0000Conflict P2
0000Conflict P1
0000Red
0000Yellow
0000Green
INDPEDINDPEDINDPEDINDPEDType
Value
Overlap Parms
ALWAYSInh Lock interval
.Parent P Clrncs
.Lock Inhibit
.Conflict Lock
TABLE - 1
102 1/28/2021 1:22:16 PM38/99
Value
Overlap Plus Parms
.Extra Included Phases
TABLE - 1
16151413121110987654321
Overlap Programming
1.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.5Red
3.53.53.53.53.53.53.53.53.53.53.53.53.53.53.53.5Yellow
0000000000000500Green
NORMA
L
NORMA
L
NORMA
L
NORMA
L
NORMA
L
NORMA
L
NORMA
L
NORMA
L
NORMA
L
NORMA
LFYA-4NORMA
L
NORMA
L
NORMA
LFYA-4NORMA
LType
0000000000000000Modify P8
0000000000000000Modify P7
0000000000000000Modify P6
0000000000000000Modify P5
0000000000000000Modify P4
0000000000000000Modify P3
0000000000000000Modify P2
0000000000600020Modify P1
0000000000000000Included P8
0000000000000000Included P7
0000000000000000Included P6
0000000000000000Included P5
0000000000000000Included P4
0000000000000000Included P3
0000000000000700Included P2
0000000000500413Included P1
TABLE - 1
16151413121110987654321
Overlap+
0000000000000000Conflict P6
0000000000000000Conflict P5
0000000000000000Conflict P4
0000000000000000Conflict P3
0000000000000000Conflict P2
0000000000000000Conflict P1
TABLE - 1
102 1/28/2021 1:22:16 PM39/99
16151413121110987654321
Overlap+
0000000000000000Conflict Ped 8
0000000000000000Conflict Ped 7
0000000000000000Conflict Ped 6
0000000000000000Conflict Ped 5
0000000000000000Conflict Ped 4
0000000000000000Conflict Ped 3
0000000000000000Conflict Ped 2
0000000000000000Conflict Ped 1
0000000000000000Conflict O8
0000000000000000Conflict O7
0000000000000000Conflict O6
0000000000000000Conflict O5
0000000000000000Conflict O4
0000000000000000Conflict O3
0000000000000000Conflict O2
0000000000000000Conflict O1
0000000000000000Conflict P8
0000000000000000Conflict P7
16151413121110987654321
OverlapB+
0000000000000000GrnExtInh 5
0000000000000000GrnExtInh 4
0000000000000000GrnExtInh 3
0000000000000000GrnExtInh 2
0000000000000000GrnExtInh 1
0000000000000000FYA Ext Overlap
0000000000000000FYA Delay Time
0000000000000000Transit Input
................FYARedOnRest
................FYA ImmedReturn
................PedCallClear
................FYA Skip Red
................FYA After Preempt
................FYA MCE Disable
................Leading Green
TABLE - 1
102 1/28/2021 1:22:16 PM40/99
16151413121110987654321
OverlapB+
0000000000000000FYAGapDet4
0000000000000000FYAGapDet3
0000000000000000FYAGapDet2
0000000000000000FYAGapDet1
0000000000000000FYAGapExt
0000000000000000FYAGapMax
0000000000000000FYAGapMin
0000000000000000Ped Clear Time
0000000000000000GrnExtInh 8
0000000000000000GrnExtInh 7
0000000000000000GrnExtInh 6
4
8
4
7
4
6
4
5
4
4
4
3
4
2
4
1
4
0
3
9
3
8
3
7
3
6
3
5
3
4
3
3
3
2
3
1
3
0
2
9
2
8
2
7
2
6
2
5
2
4
2
3
2
2
2
1
2
0
1
9
1
8
1
7
1
6
1
5
1
4
1
3
1
2
1
1
1
0987654321
Pattern B Plus
................................................Yield Inhibit
TABLE - 1
4
8
4
7
4
6
4
5
4
4
4
3
4
2
4
1
4
0
3
9
3
8
3
7
3
6
3
5
3
4
3
3
3
2
3
1
3
0
2
9
2
8
2
7
2
6
2
5
2
4
2
3
2
2
2
1
2
0
1
9
1
8
1
7
1
6
1
5
1
4
1
3
1
2
1
1
1
0987654321
Pattern Plus
................................................Float
................................................Max 2
................................................CNA
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
E
N
D
G
R
N
E
N
D
G
R
N
E
N
D
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
B
E
G
G
R
N
Offset
000000000000000000000000000000000000000000000000Early Yield
000000000000000000000000000000000000000000000000No Short P 4
000000000000000000000000000000000000000000000000No Short P 3
000000000000000000000000000000000000000000000000No Short P 2
000000000000000000000000000000000000000000000000No Short P 1
000000000000000000000000000000000000000000000000Dwell
171717171717171717171717171717171717171717171717171717171717171717171725252517171717171717171717Long
000000000000000000000000000000000001212120000077555Short
TABLE - 1
102 1/28/2021 1:22:16 PM41/99
4
8
4
7
4
6
4
5
4
4
4
3
4
2
4
1
4
0
3
9
3
8
3
7
3
6
3
5
3
4
3
3
3
2
3
1
3
0
2
9
2
8
2
7
2
6
2
5
2
4
2
3
2
2
2
1
2
0
1
9
1
8
1
7
1
6
1
5
1
4
1
3
1
2
1
1
1
0987654321
Pattern Plus
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FTForce Mode
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FT
D
FTDia Mode
................................................Olp Off 8
................................................Olp Off 7
...................................X.X.....X.X.XOlp Off 6
................................................Olp Off 5
................................................Olp Off 4
................................................Olp Off 3
...................................X.X.....X.X.XOlp Off 2
................................................Olp Off 1
000000000000000000000000000000000000000000000000Call Inh
000000000000000000000000000000000000000000000000Det Grp
000000000000000000000000000000000000000000000000Ph Time Table
000000000000000000000000000000000000000000000000Ph Opt Table
000000000000000000000000000000000000000000000000ASC
...................................XXX..........Ret Hold
................................................MI
................................................Percentage
................................................Min Ped Perm
................................................Min Veh Perm
4
8
4
7
4
6
4
5
4
4
4
3
4
2
4
1
4
0
3
9
3
8
3
7
3
6
3
5
3
4
3
3
3
2
3
1
3
0
2
9
2
8
2
7
2
6
2
5
2
4
2
3
2
2
2
1
2
0
1
9
1
8
1
7
1
6
1
5
1
4
1
3
1
2
1
1
1
0987654321
Patterns
111111111111111111111111111111111313331111112111Seq Number
00000000000000003231302928272625242322212019181716151414121110987654321Split Number
00000000000000000000000000000000072072727200000075706760Offset Time
00000000000000000000000000000000012
0012
0
12
0
12
000000015
5
15
5
15
5
15
5Cycle Time
TABLE - 1
87654321
Ped Dets
30604020Call Phase
TABLE - 1
102 1/28/2021 1:22:16 PM42/99
87654321
Ped Dets
00000000Erratic Cnt
00000000Max Presence
00000000No Activity
87654321
Ped Dets Alt
00000000Det Number
00000000Erratic Cnt
00000000Max Presence
00000000No Activity
00000000Call Phase
TABLE - 3
00000000Det Number
00000000Erratic Cnt
00000000Max Presence
00000000No Activity
00000000Call Phase
TABLE - 2
00000000Det Number
00000000Erratic Cnt
00000000Max Presence
00000000No Activity
00000000Call Phase
TABLE - 1
Value
Ped Parms
0AudioPedTime
TABLE - 1
151413121110987654321
Peer
000000000000000UDP Port
000000000000000IP Address 4
000000000000000IP Address 3
000000000000000IP Address 2
000000000000000IP Address 1
TABLE - 1
102 1/28/2021 1:22:16 PM43/99
151413121110987654321
Peer
000000000000000Poll Freq
87654321
Phase Options Alt
00000000Conflicting Phs2
00000000Conflicting Phs1
........Ped Delay
........Max Inhibit
........Max 2
........Red Rest
........Reservice
........Cond Service
........Rest In Walk
........Guar Passage
XXXXXXXXSim Gap Enable
........Dual Entry
........Soft Recall
XXXXXXXXLock Call
........Non Act1
TABLE - 2
00000000Assign Phase
00000000Conflicting Phs2
00000000Conflicting Phs1
........Ped Delay
........Max Inhibit
........Max 2
........Red Rest
........Reservice
........Cond Service
........Rest In Walk
........Guar Passage
XXXXXXXXSim Gap Enable
........Dual Entry
........Soft Recall
XXXXXXXXLock Call
........Non Act1
TABLE - 1
102 1/28/2021 1:22:16 PM44/99
87654321
Phase Options Alt
TABLE - 5
00000000Assign Phase
00000000Conflicting Phs2
00000000Conflicting Phs1
........Ped Delay
........Max Inhibit
........Max 2
........Red Rest
........Reservice
........Cond Service
........Rest In Walk
........Guar Passage
XXXXXXXXSim Gap Enable
........Dual Entry
........Soft Recall
XXXXXXXXLock Call
........Non Act1
TABLE - 4
00000000Assign Phase
00000000Conflicting Phs2
00000000Conflicting Phs1
........Ped Delay
........Max Inhibit
........Max 2
........Red Rest
........Reservice
........Cond Service
........Rest In Walk
........Guar Passage
XXXXXXXXSim Gap Enable
........Dual Entry
........Soft Recall
XXXXXXXXLock Call
........Non Act1
TABLE - 3
00000000Assign Phase
102 1/28/2021 1:22:16 PM45/99
87654321
Phase Options Alt
XXXXXXXXLock Call
........Non Act1
TABLE - 7
00000000Assign Phase
00000000Conflicting Phs2
00000000Conflicting Phs1
........Ped Delay
........Max Inhibit
........Max 2
........Red Rest
........Reservice
........Cond Service
........Rest In Walk
........Guar Passage
XXXXXXXXSim Gap Enable
........Dual Entry
........Soft Recall
XXXXXXXXLock Call
........Non Act1
TABLE - 6
00000000Assign Phase
00000000Conflicting Phs2
00000000Conflicting Phs1
........Ped Delay
........Max Inhibit
........Max 2
........Red Rest
........Reservice
........Cond Service
........Rest In Walk
........Guar Passage
XXXXXXXXSim Gap Enable
........Dual Entry
........Soft Recall
XXXXXXXXLock Call
........Non Act1
102 1/28/2021 1:22:16 PM46/99
87654321
Phase Options Alt
00000000Assign Phase
00000000Conflicting Phs2
00000000Conflicting Phs1
........Ped Delay
........Max Inhibit
........Max 2
........Red Rest
........Reservice
........Cond Service
........Rest In Walk
........Guar Passage
XXXXXXXXSim Gap Enable
........Dual Entry
........Soft Recall
XXXXXXXXLock Call
........Non Act1
TABLE - 8
00000000Assign Phase
00000000Conflicting Phs2
00000000Conflicting Phs1
........Ped Delay
........Max Inhibit
........Max 2
........Red Rest
........Reservice
........Cond Service
........Rest In Walk
........Guar Passage
XXXXXXXXSim Gap Enable
........Dual Entry
........Soft Recall
87654321
Phase Times Alt
00000000Ped Clear
00000000Walk
TABLE - 1
102 1/28/2021 1:22:16 PM47/99
87654321
Phase Times Alt
00000000Assign Ph
00000000Red Clr
00000000Yellow Clr
00000000Max2
00000000Max1
00000000Gap Ext
00000000Min Green
00000000Ped Clear
00000000Walk
TABLE - 3
00000000Assign Ph
00000000Red Clr
00000000Yellow Clr
00000000Max2
00000000Max1
00000000Gap Ext
00000000Min Green
00000000Ped Clear
00000000Walk
TABLE - 2
00000000Assign Ph
00000000Red Clr
00000000Yellow Clr
00000000Max2
00000000Max1
00000000Gap Ext
00000000Min Green
16151413121110987654321
Phase Times and Options
000000005050505050505050Max2
000000002525652525256545Max1
0000000022222222Gap Ext
000000005515555155Min Green
000000001002903232170Ped Clearance
0000000050404440Walk
TABLE - 1
102 1/28/2021 1:22:16 PM48/99
16151413121110987654321
Phase Times and Options
0000000000000000Concur 6
0000000000000000Concur 5
0000000000000000Concur 4
0000000000000000Concur 3
0000000044228866Concur 2
0000000033117755Concur 1
0000000022221111Ring
................Add Init Calc
................Cond Service
................Rest In Walk
................Guar Passage
XXXXXXXXXXXXXXX.Sim Gap Enable
..........X...X.Dual Entry
................Soft Recall
................Ped Recall
................Max Recall
..........X...X.Min Recall
XXXXXXXX........Lock Call
................Non-Actuated 2
................Non-Actuated 1
................Auto Flash Exit
................Auto Flash Entry
.........XXXXXXXEnable
REDREDREDREDREDREDREDREDREDREDREDREDREDREDREDREDStartup
0000000000000000Dynamic Max Step
0000000000000000Dynamic Max Limit
0000000000000000Min Gap
0000000000000000Reduce By
0000000000000000Time To Reduce
0000000000000000Cars Before Reduce
0000000000000000Time Before Reduce
0000000000000000Max Initial
0000000000000000Added Initial
0000000000000000Red Revert
1.51.51.51.51.51.51.51.51.51.5112211Red Clr
3.53.53.53.53.53.53.53.53.53.54.34.33.63.64.34.3Yellow Clr
102 1/28/2021 1:22:16 PM49/99
16151413121110987654321
Phase Times and Options
0000000000000000Concur 8
0000000000000000Concur 7
16151413121110987654321
Phase Times+
................Safe Clear No Flash
0000000000000000Safe Clear Min
0000000000000000Green Flash
0000000000000000Bike Clear
0000000000000000Walk2
TABLE - 1
87654321
Phase Times+ Alt
........Safe Clear No Flash
00000000Safe Clear Min
00000000Green Flash
00000000Bike Clear
00000000Walk2
00000000Assign Phase
TABLE - 3
........Safe Clear No Flash
00000000Safe Clear Min
00000000Green Flash
00000000Bike Clear
00000000Walk2
00000000Assign Phase
TABLE - 2
........Safe Clear No Flash
00000000Safe Clear Min
00000000Green Flash
00000000Bike Clear
00000000Walk2
00000000Assign Phase
TABLE - 1
16151413121110987654321
Phase Times+ and Options+
102 1/28/2021 1:22:16 PM50/99
16151413121110987654321
Phase Times+ and Options+
0000000000000000Redirect P Calls To 1
0000000000000000Redirect P Calls From 1
0000000000000000Call Phs4
0000000000000000Call Phs3
0000000000000000Call Phs2
0000000000000000Call Phs1
................Inhibit P16
................Inhibit P15
................Inhibit P14
................Inhibit P13
................Inhibit P12
................Inhibit P11
................Inhibit P10
................Inhibit P9
................Inhibit P8
................Inhibit P7
................Inhibit P6
................Inhibit P5
................Inhibit P4
................Inhibit P3
................Inhibit P2
................Inhibit P1
0000000000000000Start Yel
0000000000000000Ped Out
0000000000000000Omit Yel
0000000000000000Green Ped Delay Time
0000000003000700Conflicting P
................Red Rest On Gap
................Ped Delay
................Max Inhibit
................Max 2
................Red Rest
................Skip Red-NoCall
................Ped Clr Thru Yellow
..............X.Reservice
TABLE - 1
102 1/28/2021 1:22:16 PM51/99
16151413121110987654321
Phase Times+ and Options+
0000000000000000Redirect P Calls To 4
0000000000000000Redirect P Calls From 4
0000000000000000Redirect P Calls To 3
0000000000000000Redirect P Calls From 3
0000000000000000Redirect P Calls To 2
0000000000000000Redirect P Calls From 2
Value
Port Bindings
NONEShell Channel
NONESystem Down Channel
0System Up Dial Time
0System Up Idle Time
NONESystem Up Modem
Enable
NONESystem Up Channel
NONEGPS Channel
NONELoop Det Channel
NONEOPTICOM Channel
NONEMMU Channel
ASYNC3TS2CVM Channel
TABLE - 1
87654321
Port Parameters
00000066FCM
120012001200120012001200960038400Baud
TABLE - 1
654321
Preempt
000000Link to Preempt
......Flash in Dwell
....XXOverride Higher
Preempt
......Override Auto Flash
....XXLock Input
TABLE - 1
102 1/28/2021 1:22:16 PM52/99
654321
Preempt
000000Exit 4
000000Exit 3
000000Exit 2
000000Exit 1
000000Dwell Cyc Ped8
000000Dwell vPed7
000000Dwell Cyc Ped6
000000Dwell Cyc Ped5
000000Dwell Cyc Ped4
000000Dwell Cyc Ped3
000000Dwell Cyc Ped2
000000Dwell Cyc Ped1
000000Dwell Cyc Veh 12
000000Dwell Cyc Veh 11
000000Dwell Cyc Veh 10
000000Dwell Cyc Veh 9
000000Dwell Cyc Veh 8
000000Dwell Cyc Veh 7
000000Dwell Cyc Veh 6
000000Dwell Cyc Veh 5
000006Dwell Cyc Veh 4
000000Dwell Cyc Veh 3
605002Dwell Cyc Veh 2
142370Dwell Cyc Veh 1
000000Track Veh 4
000000Track Veh 3
000000Track Veh 2
000070Track Veh 1
18018018018000Max Presence
000000Min Dwell
0000200Track Green
000000Ped Clear
000000Min Walk
000022Min Green
1010101055Min Duration
000004Delay
102 1/28/2021 1:22:16 PM53/99
654321
Preempt 7-12
000000Dwell Cyc Ped5
000000Dwell Cyc Ped4
000000Dwell Cyc Ped3
000000Dwell Cyc Ped2
000000Dwell Cyc Ped1
000000Dwell Cyc Veh12
000000Dwell Cyc Veh11
000000Dwell Cyc Veh10
000000Dwell Cyc Veh9
000000Dwell Cyc Veh8
000000Dwell Cyc Veh7
000000Dwell Cyc Veh6
000000Dwell Cyc Veh5
000000Dwell Cyc Veh4
000000Dwell Cyc Veh3
000000Dwell Cyc Veh2
000000Dwell Cyc Veh1
000000Track Veh4
000000Track Veh3
000000Track Veh2
000000Track Veh1
000000Max Presence
000000Min Dwell
000000Track Green
000000Ped Clear
000000Min Walk
000000Min Green
000000Min Duration
000000Delay
000000Link to Preempt
......Flash in Dwell
XXXXXXOverride Higher
Preempt
XXXXXXOverride Auto Flash
XXXXXXLock Input
TABLE - 1
102 1/28/2021 1:22:16 PM54/99
654321
Preempt 7-12
000000Exit 4
000000Exit 3
000000Exit 2
000000Exit 1
000000Dwell Cyc Ped8
000000Dwell Cyc Ped7
000000Dwell Cyc Ped6
654321
Preempt AdvTimes/InitDwell
000000Initial Dwell Overlap 9
000000Initial Dwell Overlap 8
000000Initial Dwell Overlap 7
000000Initial Dwell Overlap 6
000000Initial Dwell Overlap 5
000000Initial Dwell Overlap 4
000000Initial Dwell Overlap 3
000000Initial Dwell Overlap 2
000000Initial Dwell Overlap 1
000000Ped 4
000000Ped 3
000000Ped 2
000000Ped 1
000000Initial Dwell Phase 4
000000Initial Dwell Phase 3
000000Initial Dwell Phase 2
000000Initial Dwell Phase 1
25.525.525.525.525.525.5Track Red Clear
25.525.525.525.525.525.5Track Yellow Change
25.525.525.525.525.525.5Enter Red Clear
25.525.525.525.525.525.5Enter Yellow Change
......DsblDwellCalls
......End Dwell
......Reservice Preempt
......Reset Ext Dwell
......All Red B4 Preempt
TABLE - 1
102 1/28/2021 1:22:16 PM55/99
654321
Preempt AdvTimes/InitDwell
000000Initial Dwell Overlap 16
000000Initial Dwell Overlap 15
000000Initial Dwell Overlap 14
000000Initial Dwell Overlap 13
000000Initial Dwell Overlap 12
000000Initial Dwell Overlap 11
000000Initial Dwell Overlap 10
654321
Preempt AdvTimes/InitDwell 7-12
000000Initial Dwell Overlap 10
000000Initial Dwell Overlap 9
000000Initial Dwell Overlap 8
000000Initial Dwell Overlap 7
000000Initial Dwell Overlap 6
000000Initial Dwell Overlap 5
000000Initial Dwell Overlap 4
000000Initial Dwell Overlap 3
000000Initial Dwell Overlap 2
000000Initial Dwell Overlap 1
000000Initial Dwell Ped 4
000000Initial Dwell Ped 3
000000Initial Dwell Ped 2
000000Initial Dwell Ped 1
000000Initial Dwell Phase 4
000000Initial Dwell Phase 3
000000Initial Dwell Phase 2
000000Initial Dwell Phase 1
000000Track Red Clear
000000Track Yellow Change
000000Enter Red Clear
000000Enter Yellow Change
......End Dwell
......Reservice Preempt
......Reset Ext Dwell
......All Red B4 Preempt
TABLE - 1
102 1/28/2021 1:22:16 PM56/99
654321
Preempt AdvTimes/InitDwell 7-12
......ExitPedCalls 14
......ExitPedCalls 13
......ExitPedCalls 12
......ExitPedCalls 11
......ExitPedCalls 10
......ExitPedCalls 9
......ExitPedCalls 8
......ExitPedCalls 7
......ExitPedCalls 6
......ExitPedCalls 5
......ExitPedCalls 4
......ExitPedCalls 3
......ExitPedCalls 2
......ExitPedCalls 1
......ExitVehCalls 16
......ExitVehCalls 15
......ExitVehCalls 14
......ExitVehCalls 13
......ExitVehCalls 12
......ExitVehCalls 11
......ExitVehCalls 10
......ExitVehCalls 9
......ExitVehCalls 8
......ExitVehCalls 7
......ExitVehCalls 6
......ExitVehCalls 5
......ExitVehCalls 4
......ExitVehCalls 3
......ExitVehCalls 2
......ExitVehCalls 1
000000Initial Dwell Overlap 16
000000Initial Dwell Overlap 15
000000Initial Dwell Overlap 14
000000Initial Dwell Overlap 13
000000Initial Dwell Overlap 12
000000Initial Dwell Overlap 11
102 1/28/2021 1:22:16 PM57/99
654321
Preempt AdvTimes/InitDwell 7-12
......ExitPedCalls 16
......ExitPedCalls 15
4321
Preempt LP
0000Alt Table
....Free Mode
....Queue Jump
....Group Lock
0000Headway
0000Lock
0000Priority P4
0000Priority P3
0000Priority P2
0000Priority P1
....No Skip
..XXCoord in Preempt
MAXMAXMAXMAXLock Mode
....Enable
0000Max
0000Min
TABLE - 1
Value
Preempt Parms
.Invert Rail Input
.EVP Ped Confirmations
ALARMCycle Fault Action
0Max Seek Dwell Time
0Max Seek Track Time
0Max Cycle Time
3-6LPAlt Source
TABLE - 1
654321
Preempt+
XXXXXXEnable
TABLE - 1
102 1/28/2021 1:22:16 PM58/99
654321
Preempt+
000000Return Max
000000Red
000000Yellow
000000Ped Clear
000000DwellCyc Over 12
000000DwellCyc Over 11
000000DwellCyc Over 10
000000DwellCyc Over 9
000000DwellCyc Over 8
000000DwellCyc Over 7
000000DwellCyc Over 6
000000DwellCyc Over 5
000000DwellCyc Over 4
000000DwellCyc Over 3
000000DwellCyc Over 2
000032DwellCyc Over 1
000000Track Over 12
000000Track Over 11
000000Track Over 10
000000Track Over 9
000000Track Over 8
000000Track Over 7
000000Track Over 6
000000Track Over 5
000000Track Over 4
000000Track Over 3
000000Track Over 2
000130Track Over 1
TS2TS2TS2TS2TS2TS2Output Mode
000000Pattern
000000Extend Dwell
MAXMAXMAXMAXMAXMAXReturn Max/Min
XXXXXXCoord in Preempt
......Volt Mon Flash
....XXSkip Track
EMERGEMERGEMERGEMERGRAILRAILType
102 1/28/2021 1:22:16 PM59/99
654321
Preempt+ 7-12
000000Ped Clear
000000DwellCyc Over 12
000000DwellCyc Over 11
000000DwellCyc Over 10
000000DwellCyc Over 9
000000DwellCyc Over 8
000000DwellCyc Over 7
000000DwellCyc Over 6
000000DwellCyc Over 5
000000DwellCyc Over 4
000000DwellCyc Over 3
000000DwellCyc Over 2
000000DwellCyc Over 1
000000Track Over 12
000000Track Over 11
000000Track Over 10
000000Track Over 9
000000Track Over 8
000000Track Over 7
000000Track Over 6
000000Track Over 5
000000Track Over 4
000000Track Over 3
000000Track Over 2
000000Track Over 1
TS2TS2TS2TS2TS2TS2Output Mode
000000Pattern
000000Extend Dwell
MAXMAXMAXMAXMAXMAXReturn Max/Min
......Max2
......Coord in Preempt
......Volt Mon Flash
......Skip Track
EMERGEMERGEMERGEMERGEMERGEMERGType
......Enable
TABLE - 1
102 1/28/2021 1:22:16 PM60/99
654321
Preempt+ 7-12
000000Return Max
000000Red
000000Yellow
4321
Preemption Events
0000Time 11
0000Time 10
0000Time 9
0000Time 8
0000Time 7
0000Time 6
0000Time 5
0000Time 4
0000Time 3
0000Time 2
0000Time 1
0000Interval 16
0000Interval 15
0000Interval 14
0000Interval 13
0000Interval 12
0000Interval 11
0000Interval 10
0000Interval 9
0000Interval 8
0000Interval 7
0000Interval 6
0000Interval 5
0000Interval 4
0000Interval 3
0000Interval 2
0000Interval 1
0000Linked Event
0000Hold Interval
0000Delay Time
TABLE - 1
102 1/28/2021 1:22:16 PM61/99
4321
Preemption Events
0000Time 16
0000Time 15
0000Time 14
0000Time 13
0000Time 12
3231302928272625242322212019181716151413121110987654321
Preemption Sequences
................................Ph Omit 12
................................Ph Omit 11
................................Ph Omit 10
................................Ph Omit 9
................................Ph Omit 8
................................Ph Omit 7
................................Ph Omit 6
................................Ph Omit 5
................................Ph Omit 4
................................Ph Omit 3
................................Ph Omit 2
................................Ph Omit 1
................................Start Ph 16
................................Start Ph 15
................................Start Ph 14
................................Start Ph 13
................................Start Ph 12
................................Start Ph 11
................................Start Ph 10
................................Start Ph 9
................................Start Ph 8
................................Start Ph 7
................................Start Ph 6
................................Start Ph 5
................................Start Ph 4
................................Start Ph 3
................................Start Ph 2
................................Start Ph 1
TABLE - 1
102 1/28/2021 1:22:16 PM62/99
3231302928272625242322212019181716151413121110987654321
Preemption Sequences
................................Olap Omit 16
................................Olap Omit 15
................................Olap Omit 14
................................Olap Omit 13
................................Olap Omit 12
................................Olap Omit 11
................................Olap Omit 10
................................Olap Omit 9
................................Olap Omit 8
................................Olap Omit 7
................................Olap Omit 6
................................Olap Omit 5
................................Olap Omit 4
................................Olap Omit 3
................................Olap Omit 2
................................Olap Omit 1
................................Ped Omit 16
................................Ped Omit 15
................................Ped Omit 14
................................Ped Omit 13
................................Ped Omit 12
................................Ped Omit 11
................................Ped Omit 10
................................Ped Omit 9
................................Ped Omit 8
................................Ped Omit 7
................................Ped Omit 6
................................Ped Omit 5
................................Ped Omit 4
................................Ped Omit 3
................................Ped Omit 2
................................Ped Omit 1
................................Ph Omit 16
................................Ph Omit 15
................................Ph Omit 14
................................Ph Omit 13
102 1/28/2021 1:22:16 PM63/99
3231302928272625242322212019181716151413121110987654321
Preemption Sequences
................................Hold Ph 4
................................Hold Ph 3
................................Hold Ph 2
................................Hold Ph 1
................................Ped Calls 16
................................Ped Calls 15
................................Ped Calls 14
................................Ped Calls 13
................................Ped Calls 12
................................Ped Calls 11
................................Ped Calls 10
................................Ped Calls 9
................................Ped Calls 8
................................Ped Calls 7
................................Ped Calls 6
................................Ped Calls 5
................................Ped Calls 4
................................Ped Calls 3
................................Ped Calls 2
................................Ped Calls 1
................................Veh Calls 16
................................Veh Calls 15
................................Veh Calls 14
................................Veh Calls 13
................................Veh Calls 12
................................Veh Calls 11
................................Veh Calls 10
................................Veh Calls 9
................................Veh Calls 8
................................Veh Calls 7
................................Veh Calls 6
................................Veh Calls 5
................................Veh Calls 4
................................Veh Calls 3
................................Veh Calls 2
................................Veh Calls 1
102 1/28/2021 1:22:16 PM64/99
3231302928272625242322212019181716151413121110987654321
Preemption Sequences
................................Force Off 8
................................Force Off 7
................................Force Off 6
................................Force Off 5
................................Force Off 4
................................Force Off 3
................................Force Off 2
................................Force Off 1
................................Adv Ph 16
................................Adv Ph 15
................................Adv Ph 14
................................Adv Ph 13
................................Adv Ph 12
................................Adv Ph 11
................................Adv Ph 10
................................Adv Ph 9
................................Adv Ph 8
................................Adv Ph 7
................................Adv Ph 6
................................Adv Ph 5
................................Adv Ph 4
................................Adv Ph 3
................................Adv Ph 2
................................Adv Ph 1
................................Hold Ph 16
................................Hold Ph 15
................................Hold Ph 14
................................Hold Ph 13
................................Hold Ph 12
................................Hold Ph 11
................................Hold Ph 10
................................Hold Ph 9
................................Hold Ph 8
................................Hold Ph 7
................................Hold Ph 6
................................Hold Ph 5
102 1/28/2021 1:22:16 PM65/99
3231302928272625242322212019181716151413121110987654321
Preemption Sequences
................................Spec Func 16
................................Spec Func 15
................................Spec Func 14
................................Spec Func 13
................................Spec Func 12
................................Spec Func 11
................................Spec Func 10
................................Spec Func 9
................................Spec Func 8
................................Spec Func 7
................................Spec Func 6
................................Spec Func 5
................................Spec Func 4
................................Spec Func 3
................................Spec Func 2
................................Spec Func 1
................................Force Off 16
................................Force Off 15
................................Force Off 14
................................Force Off 13
................................Force Off 12
................................Force Off 11
................................Force Off 10
................................Force Off 9
Value
Purdue
.Coordination
.Peds
.Detectors
.Colors
0Resync Freq
0History Limit
0Max Log Duration
0Max Log Size
.Enable Logging
TABLE - 1
102 1/28/2021 1:22:16 PM66/99
Value
Purdue
.Cabinet
.Overlaps
.Preempts
.Control
4321
Ring Input Map
2121Input Map
TABLE - 1
4321
Ring Sequences
0000Ring P6
0000Ring P5
0084Ring P4
0073Ring P3
0061Ring P2
0052Ring P1
TABLE - 3
0000Ring P8
0000Ring P7
0000Ring P6
0000Ring P5
0084Ring P4
0073Ring P3
0052Ring P2
0061Ring P1
TABLE - 2
0000Ring P8
0000Ring P7
0000Ring P6
0000Ring P5
0084Ring P4
0073Ring P3
0062Ring P2
0051Ring P1
TABLE - 1
102 1/28/2021 1:22:16 PM67/99
4321
Ring Sequences
0000Ring P6
0000Ring P5
0074Ring P4
0083Ring P3
0061Ring P2
0052Ring P1
TABLE - 7
0000Ring P8
0000Ring P7
0000Ring P6
0000Ring P5
0074Ring P4
0083Ring P3
0052Ring P2
0061Ring P1
TABLE - 6
0000Ring P8
0000Ring P7
0000Ring P6
0000Ring P5
0074Ring P4
0083Ring P3
0062Ring P2
0051Ring P1
TABLE - 5
0000Ring P8
0000Ring P7
0000Ring P6
0000Ring P5
0084Ring P4
0073Ring P3
0051Ring P2
0062Ring P1
TABLE - 4
0000Ring P8
0000Ring P7
102 1/28/2021 1:22:16 PM68/99
4321
Ring Sequences
0000Ring P6
0000Ring P5
0083Ring P4
0074Ring P3
0061Ring P2
0052Ring P1
TABLE - 11
0000Ring P8
0000Ring P7
0000Ring P6
0000Ring P5
0083Ring P4
0074Ring P3
0052Ring P2
0061Ring P1
TABLE - 10
0000Ring P8
0000Ring P7
0000Ring P6
0000Ring P5
0083Ring P4
0074Ring P3
0062Ring P2
0051Ring P1
TABLE - 9
0000Ring P8
0000Ring P7
0000Ring P6
0000Ring P5
0074Ring P4
0083Ring P3
0051Ring P2
0062Ring P1
TABLE - 8
0000Ring P8
0000Ring P7
102 1/28/2021 1:22:16 PM69/99
4321
Ring Sequences
0000Ring P6
0000Ring P5
0073Ring P4
0084Ring P3
0061Ring P2
0052Ring P1
TABLE - 15
0000Ring P8
0000Ring P7
0000Ring P6
0000Ring P5
0073Ring P4
0084Ring P3
0052Ring P2
0061Ring P1
TABLE - 14
0000Ring P8
0000Ring P7
0000Ring P6
0000Ring P5
0073Ring P4
0084Ring P3
0062Ring P2
0051Ring P1
TABLE - 13
0000Ring P8
0000Ring P7
0000Ring P6
0000Ring P5
0083Ring P4
0074Ring P3
0051Ring P2
0062Ring P1
TABLE - 12
0000Ring P8
0000Ring P7
102 1/28/2021 1:22:16 PM70/99
4321
Ring Sequences
0000Ring P8
0000Ring P7
0000Ring P6
0000Ring P5
0073Ring P4
0084Ring P3
0051Ring P2
0062Ring P1
TABLE - 16
0000Ring P8
0000Ring P7
181716151413121110987654321
SDLC Devices
..................Peer to Peer
.X.......X......XXDev Present
TABLE - 1
Value
SDLC Parms
.SlowMsgOvrd
.Enable TOD
.Enable Msg0
0Retry Time
TABLE - 1
Security LevelSecurity Code
Security Passwords
010
09
08
07
06
05
04
03
02
01
102 1/28/2021 1:22:16 PM71/99
Security LevelSecurity Code
Security Passwords
046
045
044
043
042
041
040
039
038
037
036
035
034
033
032
031
030
029
028
027
026
025
024
023
022
021
020
019
018
017
016
015
014
013
012
011
102 1/28/2021 1:22:16 PM72/99
Security LevelSecurity Code
Security Passwords
064
063
062
061
060
059
058
057
056
055
054
053
052
051
050
049
048
047
16151413121110987654321
Speed Parameters
0000000000000000Loop Car
0000000000000000Zone Len
0000000000000000Down Det
0000000000000000Up Det
TABLE - 1
16151413121110987654321
Splits Expanded
..............X.Coord Phase
NONNONNONNONNONNONNONNONNONNONMAXNONNONNONMAXNONMode
000000005220711220525033Time
TABLE - 2
..............X.Coord Phase
NONNONNONNONNONNONNONNONNONNONMAXNONNONMAXMAXNONMode
000000004618781318466031Time
TABLE - 1
102 1/28/2021 1:22:16 PM73/99
16151413121110987654321
Splits Expanded
TABLE - 12
..........X.....Coord Phase
NONNONNONNONNONNONNONNONNONNONMAXNONNONMAXMAXNONMode
000000002114701514216124Time
TABLE - 11
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 10
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 9
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 8
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 7
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 6
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 5
...............XCoord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
000000004618781318465239Time
TABLE - 4
..............X.Coord Phase
NONNONNONNONNONNONNONNONNONNONMAXNONNONNONMAXNONMode
000000004919751219494443Time
TABLE - 3
102 1/28/2021 1:22:16 PM74/99
16151413121110987654321
Splits Expanded
0000000000000000Time
TABLE - 21
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 20
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 19
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 18
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 17
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 16
..........X.....Coord Phase
NONNONNONNONNONNONNONNONNONNONMAXNONNONNONMAXNONMode
000000002022631514285424Time
TABLE - 15
..........X.....Coord Phase
NONNONNONNONNONNONNONNONNONNONMAXNONNONNONMAXNONMode
000000003017571617305023Time
TABLE - 14
..........X.....Coord Phase
NONNONNONNONNONNONNONNONNONNONMAXNONNONNONMAXNONMode
000000001717701617176323Time
TABLE - 13
..........X.....Coord Phase
NONNONNONNONNONNONNONNONNONNONMAXNONNONNONMAXNONMode
000000001729601417294826Time
102 1/28/2021 1:22:16 PM75/99
16151413121110987654321
Splits Expanded
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 30
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 29
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 28
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 27
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 26
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 25
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 24
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 23
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 22
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
102 1/28/2021 1:22:16 PM76/99
16151413121110987654321
Splits Expanded
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 32
................Coord Phase
NONNONNONNONNONNONNONNONNONNONNONNONNONNONNONNONMode
0000000000000000Time
TABLE - 31
................Coord Phase
3231302928272625242322212019181716151413121110987654321
Splits Plus
00000000000000000000000000000000SecFrc 8
00000000000000000000000000000000SecFrc 7
00000000000000000000000000000000SecFrc 6
00000000000000000000000000000000SecFrc 5
00000000000000000000000000000000SecFrc 4
00000000000000000000000000000000SecFrc 3
00000000000000000000000000000000SecFrc 2
00000000000000000000000000000000SecFrc 1
00000000000000000000000000000000PriFrc 16
00000000000000000000000000000000PriFrc 15
00000000000000000000000000000000PriFrc 14
00000000000000000000000000000000PriFrc 13
00000000000000000000000000000000PriFrc 12
00000000000000000000000000000000PriFrc 11
00000000000000000000000000000000PriFrc 10
00000000000000000000000000000000PriFrc 9
00000000000000000000000000000000PriFrc 8
00000000000000000000000000000000PriFrc 7
00000000000000000000000000000000PriFrc 6
00000000000000000000000000000000PriFrc 5
00000000000000000000000000000000PriFrc 4
00000000000000000000000000000000PriFrc 3
00000000000000000000000000000000PriFrc 2
00000000000000000000000000000000PriFrc 1
TABLE - 1
102 1/28/2021 1:22:16 PM77/99
3231302928272625242322212019181716151413121110987654321
Splits Plus
00000000000000000000000000000000PedYld 12
00000000000000000000000000000000PedYld 11
00000000000000000000000000000000PedYld 10
00000000000000000000000000000000PedYld 9
00000000000000000000000000000000PedYld 8
00000000000000000000000000000000PedYld 7
00000000000000000000000000000000PedYld 6
00000000000000000000000000000000PedYld 5
00000000000000000000000000000000PedYld 4
00000000000000000000000000000000PedYld 3
00000000000000000000000000000000PedYld 2
00000000000000000000000000000000PedYld 1
00000000000000000000000000000000VehYld 16
00000000000000000000000000000000VehYld 15
00000000000000000000000000000000VehYld 14
00000000000000000000000000000000VehYld 13
00000000000000000000000000000000VehYld 12
00000000000000000000000000000000VehYld 11
00000000000000000000000000000000VehYld 10
00000000000000000000000000000000VehYld 9
00000000000000000000000000000000VehYld 8
00000000000000000000000000000000VehYld 7
00000000000000000000000000000000VehYld 6
00000000000000000000000000000000VehYld 5
00000000000000000000000000000000VehYld 4
00000000000000000000000000000000VehYld 3
00000000000000000000000000000000VehYld 2
00000000000000000000000000000000VehYld 1
00000000000000000000000000000000SecFrc 16
00000000000000000000000000000000SecFrc 15
00000000000000000000000000000000SecFrc 14
00000000000000000000000000000000SecFrc 13
00000000000000000000000000000000SecFrc 12
00000000000000000000000000000000SecFrc 11
00000000000000000000000000000000SecFrc 10
00000000000000000000000000000000SecFrc 9
102 1/28/2021 1:22:16 PM78/99
3231302928272625242322212019181716151413121110987654321
Splits Plus
................................Perm2 Enable 5
................................Perm2 Enable 4
................................Perm2 Enable 3
................................Perm2 Enable 2
................................Perm2 Enable 1
................................Perm1 Enable 16
................................Perm1 Enable 15
................................Perm1 Enable 14
................................Perm1 Enable 13
................................Perm1 Enable 12
................................Perm1 Enable 11
................................Perm1 Enable 10
................................Perm1 Enable 9
................................Perm1 Enable 8
................................Perm1 Enable 7
................................Perm1 Enable 6
................................Perm1 Enable 5
................................Perm1 Enable 4
................................Perm1 Enable 3
................................Perm1 Enable 2
................................Perm1 Enable 1
................................Override Ped Yield
................................Override Veh Yield
................................Override PriOff
00000000000000000000000000000000PedRcy
00000000000000000000000000000000FrcAll
00000000000000000000000000000000Perm3 End
00000000000000000000000000000000Perm2 End
00000000000000000000000000000000Perm1 End
00000000000000000000000000000000Perm3 Beg
00000000000000000000000000000000Perm2 Beg
00000000000000000000000000000000Perm1 Beg
00000000000000000000000000000000PedYld 16
00000000000000000000000000000000PedYld 15
00000000000000000000000000000000PedYld 14
00000000000000000000000000000000PedYld 13
102 1/28/2021 1:22:16 PM79/99
3231302928272625242322212019181716151413121110987654321
Splits Plus
................................Perm3 Enable 16
................................Perm3 Enable 15
................................Perm3 Enable 14
................................Perm3 Enable 13
................................Perm3 Enable 12
................................Perm3 Enable 11
................................Perm3 Enable 10
................................Perm3 Enable 9
................................Perm3 Enable 8
................................Perm3 Enable 7
................................Perm3 Enable 6
................................Perm3 Enable 5
................................Perm3 Enable 4
................................Perm3 Enable 3
................................Perm3 Enable 2
................................Perm3 Enable 1
................................Perm2 Enable 16
................................Perm2 Enable 15
................................Perm2 Enable 14
................................Perm2 Enable 13
................................Perm2 Enable 12
................................Perm2 Enable 11
................................Perm2 Enable 10
................................Perm2 Enable 9
................................Perm2 Enable 8
................................Perm2 Enable 7
................................Perm2 Enable 6
4321
Sync Parameters
..SP5SHdwr Port
TABLE - 1
Value
TOD Parameters
TABLE - 1
102 1/28/2021 1:22:16 PM80/99
Value
TOD Parameters
1DST Fall Week
0DST Fall Month
1DST Spring Week
0DST Spring Month
0GMT Offset Time
+GMT Offset Sign
ENABLEDaylight Savings
0Time Base Sync
Reference
3231302928272625242322212019181716151413121110987654321
TSP Splits
00000000000000000000000000000000Max Extend 8
00000000000000000000000000000000Max Extend 7
00000000000000000000000000000000Max Extend 6
00000000000000000000000000000000Max Extend 5
00000000000000000000000000000000Max Extend 4
00000000000000000000000000000000Max Extend 3
00000000000000000000000000000000Max Extend 2
00000000000000000000000000000000Max Extend 1
00000000000000000000000000000000Max Reduce 16
00000000000000000000000000000000Max Reduce 15
00000000000000000000000000000000Max Reduce 14
00000000000000000000000000000000Max Reduce 13
00000000000000000000000000000000Max Reduce 12
00000000000000000000000000000000Max Reduce 11
00000000000000000000000000000000Max Reduce 10
00000000000000000000000000000000Max Reduce 9
00000000000000000000000000000000Max Reduce 8
00000000000000000000000000000000Max Reduce 7
00000000000000000000000000000000Max Reduce 6
00000000000000000000000000000000Max Reduce 5
00000000000000000000000000000000Max Reduce 4
00000000000000000000000000000000Max Reduce 3
00000000000000000000000000000000Max Reduce 2
00000000000000000000000000000000Max Reduce 1
TABLE - 1
102 1/28/2021 1:22:16 PM81/99
3231302928272625242322212019181716151413121110987654321
TSP Splits
00000000000000000000000000000000Time Estimated
Departure 4
00000000000000000000000000000000Time Estimated
Departure 3
00000000000000000000000000000000Time Estimated
Departure 2
00000000000000000000000000000000Time Estimated
Departure 1
00000000000000000000000000000000Time Service Desired 4
00000000000000000000000000000000Time Service Desired 3
00000000000000000000000000000000Time Service Desired 2
00000000000000000000000000000000Time Service Desired 1
00000000000000000000000000000000Strategy Number 4
00000000000000000000000000000000Strategy Number 3
00000000000000000000000000000000Strategy Number 2
00000000000000000000000000000000Strategy Number 1
00000000000000000000000000000000Max Extend 16
00000000000000000000000000000000Max Extend 15
00000000000000000000000000000000Max Extend 14
00000000000000000000000000000000Max Extend 13
00000000000000000000000000000000Max Extend 12
00000000000000000000000000000000Max Extend 11
00000000000000000000000000000000Max Extend 10
00000000000000000000000000000000Max Extend 9
87654321
TSP Strategy
00000000Ph Omit 9
00000000Ph Omit 8
00000000Ph Omit 7
00000000Ph Omit 6
00000000Ph Omit 5
00000000Ph Omit 4
00000000Ph Omit 3
00000000Ph Omit 2
00000000Ph Omit 1
TABLE - 1
102 1/28/2021 1:22:16 PM82/99
87654321
TSP Strategy
00000000Service Ph 4
00000000Service Ph 3
00000000Service Ph 2
00000000Service Ph 1
00000000Ped Omit 16
00000000Ped Omit 15
00000000Ped Omit 14
00000000Ped Omit 13
00000000Ped Omit 12
00000000Ped Omit 11
00000000Ped Omit 10
00000000Ped Omit 9
00000000Ped Omit 8
00000000Ped Omit 7
00000000Ped Omit 6
00000000Ped Omit 5
00000000Ped Omit 4
00000000Ped Omit 3
00000000Ped Omit 2
00000000Ped Omit 1
00000000Ph Omit 16
00000000Ph Omit 15
00000000Ph Omit 14
00000000Ph Omit 13
00000000Ph Omit 12
00000000Ph Omit 11
00000000Ph Omit 10
Value
Unit Parms
.Allow Skip Yel
.Allow < 3 sec Yel
.Local Flash Start
3Red Revert
.Auto Ped Clear
0StartUp Flash
TABLE - 1
102 1/28/2021 1:22:16 PM83/99
Value
Unit Parms
0RingAlgo
.Min Ped Clear Time
.Clearance Decide
1Free Ring Sequence
.Stop Time Over
Preempt
4PHDiamond Mode
.Startup Calls
STD8Phase Mode
0Start Red Time
XEnable Run
0MCE Timeout
Value
User Input ABC
0A-FF
0A-GG
0A-BB
0A-AA
0A-T
0A-m
0A-S
0A-z
0A-k
0A-R
0A-j
0A-P
0A-N
0A-i
0A-h
0A-x
0A-M
0A-g
0A-L
0A_W
0A-K
TABLE - 1
102 1/28/2021 1:22:16 PM84/99
Value
User Input ABC
0A-n
0C-s
0C-Y
0C-t
0C_Z
0C_u
0C-a
0C-EE
0C-v
0C-p
0C-T
0C-q
0C-U
0C-V
0C-W
0C_r
0C-X
0B-M
0B-x
0B-h
0B-N
0B-i
0B-P
0B-R
0B-j
0B_k
0B-S
0B-m
0B-T
0B_z
0B-U
0B-n
0B-V
0A-f
0A-v
0A-EE
102 1/28/2021 1:22:16 PM85/99
Value
User Input ABC
0B-y
0B-v
0B-X
0B-W
0B-B
0A-HH
0A-y
0A-q
0C-P
0C-m
0C-R
0C-N
0C-S
0B-L
0B-g
4
9
4
8
4
7
4
6
4
5
4
4
4
3
4
2
4
1
4
0
3
9
3
8
3
7
3
6
3
5
3
4
3
3
3
2
3
1
3
0
2
9
2
8
2
7
2
6
2
5
2
4
2
3
2
2
2
1
2
0
1
9
1
8
1
7
1
6
1
5
1
4
1
3
1
2
1
1
1
0987654321
User Input D Map
0000000000000000000000000000000000000000000000000Pin
TABLE - 1
Value
User Output ABC
0B-c
0B-EE
0A-d
0A_a
0A_D
0B-D
0B-f
0B-G
0B-FF
0A-J
0A-F
0A-Z
TABLE - 1
102 1/28/2021 1:22:16 PM86/99
Value
User Output ABC
0B-q
0B-j
0B-a
0B-BB
0A-r
0A_c
0B_A
0B_d
0B-E
0B-AA
0A-Y
0A-H
0A-A
0B-p
0B-H
0B-s
0B-GG
0A-C
0A-s
0A-X
0B_C
0B_e
0B-t
0B-CC
0A-u
0A-t
0A-CC
0B-Y
0B-w
0B-b
0B-DD
0A-e
0A-b
0A_E
0B-Z
0B-K
102 1/28/2021 1:22:16 PM87/99
Value
User Output ABC
0C-GG
0C-k
0C-c
0C-y
0C_f
0C-FF
0C-BB
0C-A
0C-PP
0C-E
0C_J
0C-K
0C-C
0C-AA
0C-G
0C-HH
0C-M
0C-e
0C-LL
0C_h
0C-w
0C-CC
0C-D
0C-MM
0C-H
0C-JJ
0C-N
0C-x
0C-DD
0C-i
0B-r
0B-u
0B_F
0B-HH
0A-DD
0A-G
102 1/28/2021 1:22:16 PM88/99
Value
User Output ABC
0C-L
0C-d
0C-z
0C-g
0C-NN
0C-j
0C-B
0C-KK
0C-F
1110987654321
User Output D Map
00000000000Pin
TABLE - 1
Fail
Time
Erratic
Counts
Max
Presen
ce
No
Activit
y
Queue
Limit
Extend
Time
Delay
Time
Switch
Phase
Call
PhaseCallQueueAdded
InitialExtendRed
Lock
Yellow
Lock
Occup
ancy
Volum
e
Vehicle Dets
00000000X.XX....18
00000000X.XX....17
00000000X.XX....16
00000000X.XX....15
00000000X.XX....14
00000000X.XX....13
00000000X.XX....12
00000000X.XX....11
00000000X.XX....10
00000000X.XX....9
00000006X.XX..XX8
00000005X.XX..XX7
00000000X.XX..XX6
00000000X.XX..XX5
00000002X.XX..XX4
000001.501X.XX..XX3
00000004X.XX..XX2
00000003X.XX..XX1
102 1/28/2021 1:22:16 PM89/99
Fail
Time
Erratic
Counts
Max
Presen
ce
No
Activit
y
Queue
Limit
Extend
Time
Delay
Time
Switch
Phase
Call
PhaseCallQueueAdded
InitialExtendRed
Lock
Yellow
Lock
Occup
ancy
Volum
e
Vehicle Dets
00000000........52
00000000........51
00000000........50
00000000........49
00000000........48
00000000........47
00000000........46
00000000........45
00000000........44
00000000........43
00000000........42
00000000........41
00000000........40
00000000........39
00000000........38
00000000........37
00000000........36
00000000........35
00000000........34
00000000........33
00000000........32
00000000........31
00000000........30
00000000........29
00000000........28
00000000........27
00000000........26
00000000........25
00000000........24
00000000........23
00000000........22
00000000........21
00000000........20
00000000........19
102 1/28/2021 1:22:16 PM90/99
Fail
Time
Erratic
Counts
Max
Presen
ce
No
Activit
y
Queue
Limit
Extend
Time
Delay
Time
Switch
Phase
Call
PhaseCallQueueAdded
InitialExtendRed
Lock
Yellow
Lock
Occup
ancy
Volum
e
Vehicle Dets
00000000........86
00000000........85
00000000........84
00000000........83
00000000........82
00000000........81
00000000........80
00000000........79
00000000........78
00000000........77
00000000........76
00000000........75
00000000........74
00000000........73
00000000........72
00000000........71
00000000........70
00000000........69
00000000........68
00000000........67
00000000........66
00000000........65
00000000........64
00000000........63
00000000........62
00000000........61
00000000........60
00000000........59
00000000........58
00000000........57
00000000........56
00000000........55
00000000........54
00000000........53
102 1/28/2021 1:22:16 PM91/99
Fail
Time
Erratic
Counts
Max
Presen
ce
No
Activit
y
Queue
Limit
Extend
Time
Delay
Time
Switch
Phase
Call
PhaseCallQueueAdded
InitialExtendRed
Lock
Yellow
Lock
Occup
ancy
Volum
e
Vehicle Dets
00000000........120
00000000........119
00000000........118
00000000........117
00000000........116
00000000........115
00000000........114
00000000........113
00000000........112
00000000........111
00000000........110
00000000........109
00000000........108
00000000........107
00000000........106
00000000........105
00000000........104
00000000........103
00000000........102
00000000........101
00000000........100
00000000........99
00000000........98
00000000........97
00000000........96
00000000........95
00000000........94
00000000........93
00000000........92
00000000........91
00000000........90
00000000........89
00000000........88
00000000........87
102 1/28/2021 1:22:16 PM92/99
Fail
Time
Erratic
Counts
Max
Presen
ce
No
Activit
y
Queue
Limit
Extend
Time
Delay
Time
Switch
Phase
Call
PhaseCallQueueAdded
InitialExtendRed
Lock
Yellow
Lock
Occup
ancy
Volum
e
Vehicle Dets
00000000........128
00000000........127
00000000........126
00000000........125
00000000........124
00000000........123
00000000........122
00000000........121
16151413121110987654321
Vehicle Dets Alt
0000000000000000Delay Phase 2
0000000000000000Delay Phase 1
NORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMExt Mode
................Red Occupancy
................Yellow Occupancy
................Green Occupancy
2222222222222222Fail Time
0000000000000000Erratic Cnt
0000000000000000Max Presence
0000000000000000No Activity
0000000000000000Queue Limit
0000000000000000Extend Time
0000000000000000Delay Time
0000000000000000Switch Phase
0000000000000000Call Phase
................Call
................Queue
................Added Initial
................Extend
................Red Lock
................Yellow Lock
................Occupancy
................Volume
TABLE - 1
102 1/28/2021 1:22:16 PM93/99
16151413121110987654321
Vehicle Dets Alt
................Queue
................Added Initial
................Extend
................Red Lock
................Yellow Lock
................Occupancy
................Volume
TABLE - 3
0000000000000000Det Number
0000000000000000Source
0000000000000000Delay Phase 2
0000000000000000Delay Phase 1
NORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMExt Mode
................Red Occupancy
................Yellow Occupancy
................Green Occupancy
2222222222222222Fail Time
0000000000000000Erratic Cnt
0000000000000000Max Presence
0000000000000000No Activity
0000000000000000Queue Limit
0000000000000000Extend Time
0000000000000000Delay Time
0000000000000000Switch Phase
0000000000000000Call Phase
................Call
................Queue
................Added Initial
................Extend
................Red Lock
................Yellow Lock
................Occupancy
................Volume
TABLE - 2
0000000000000000Det Number
0000000000000000Source
102 1/28/2021 1:22:16 PM94/99
16151413121110987654321
Vehicle Dets Alt
0000000000000000Det Number
0000000000000000Source
0000000000000000Delay Phase 2
0000000000000000Delay Phase 1
NORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMNORMExt Mode
................Red Occupancy
................Yellow Occupancy
................Green Occupancy
2222222222222222Fail Time
0000000000000000Erratic Cnt
0000000000000000Max Presence
0000000000000000No Activity
0000000000000000Queue Limit
0000000000000000Extend Time
0000000000000000Delay Time
0000000000000000Switch Phase
0000000000000000Call Phase
................Call
SourceDelay Phase 2Delay Phase 1External ModeRed OccupancyYellow
OccupancyGreen Occupancy
Vehicle Dets+
00NORM...15
00NORM...14
00NORM...13
00NORM...12
00NORM...11
00NORM...10
00NORM...9
00NORM...8
00NORM...7
00NORM...6
00NORM...5
00NORM...4
00NORM...3
00NORM...2
00NORM...1
102 1/28/2021 1:22:16 PM95/99
SourceDelay Phase 2Delay Phase 1External ModeRed OccupancyYellow
OccupancyGreen Occupancy
Vehicle Dets+
00NORM...50
00NORM...49
00NORM...48
00NORM...47
00NORM...46
00NORM...45
00NORM...44
00NORM...43
00NORM...42
00NORM...41
00NORM...40
00NORM...39
00NORM...38
00NORM...37
00NORM...36
00NORM...35
00NORM...34
00NORM...33
00NORM...32
00NORM...31
00NORM...30
00NORM...29
00NORM...28
00NORM...27
00NORM...26
00NORM...25
00NORM...24
00NORM...23
00NORM...22
00NORM...21
00NORM...20
00NORM...19
00NORM...18
00NORM...17
00NORM...16
102 1/28/2021 1:22:16 PM96/99
SourceDelay Phase 2Delay Phase 1External ModeRed OccupancyYellow
OccupancyGreen Occupancy
Vehicle Dets+
00NORM...85
00NORM...84
00NORM...83
00NORM...82
00NORM...81
00NORM...80
00NORM...79
00NORM...78
00NORM...77
00NORM...76
00NORM...75
00NORM...74
00NORM...73
00NORM...72
00NORM...71
00NORM...70
00NORM...69
00NORM...68
00NORM...67
00NORM...66
00NORM...65
00NORM...64
00NORM...63
00NORM...62
00NORM...61
00NORM...60
00NORM...59
00NORM...58
00NORM...57
00NORM...56
00NORM...55
00NORM...54
00NORM...53
00NORM...52
00NORM...51
102 1/28/2021 1:22:16 PM97/99
SourceDelay Phase 2Delay Phase 1External ModeRed OccupancyYellow
OccupancyGreen Occupancy
Vehicle Dets+
00NORM...120
00NORM...119
00NORM...118
00NORM...117
00NORM...116
00NORM...115
00NORM...114
00NORM...113
00NORM...112
00NORM...111
00NORM...110
00NORM...109
00NORM...108
00NORM...107
00NORM...106
00NORM...105
00NORM...104
00NORM...103
00NORM...102
00NORM...101
00NORM...100
00NORM...99
00NORM...98
00NORM...97
00NORM...96
00NORM...95
00NORM...94
00NORM...93
00NORM...92
00NORM...91
00NORM...90
00NORM...89
00NORM...88
00NORM...87
00NORM...86
102 1/28/2021 1:22:16 PM98/99
SourceDelay Phase 2Delay Phase 1External ModeRed OccupancyYellow
OccupancyGreen Occupancy
Vehicle Dets+
00NORM...128
00NORM...127
00NORM...126
00NORM...125
00NORM...124
00NORM...123
00NORM...122
00NORM...121
102 1/28/2021 1:22:16 PM99/99