Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
Item 7A - TIATraffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 2
Table of Contents
Table of Contents .................................................................................................................................... 2
List of Tables ........................................................................................................................................... 3
List of Figures .......................................................................................................................................... 4
List of Exhibits ......................................................................................................................................... 5
Executive Summary ................................................................................................................................. 6
Introduction ............................................................................................................................................ 9
Site Accessibility and Study Impact Area ................................................................................................ 13
Traffic Volumes ..................................................................................................................................... 17
Trip Generation ..................................................................................................................................... 21
Trip Distribution and Assignment........................................................................................................... 23
Access Point Analyses ............................................................................................................................ 30
Intersection Capacity Analysis ............................................................................................................... 32
Queue Length Analysis .......................................................................................................................... 37
Conclusions ........................................................................................................................................... 40
Recommendations ................................................................................................................................ 43
Appendix A – Site Plan ........................................................................................................................... 44
Appendix B – Scoping Email ................................................................................................................... 46
Appendix C – Turning Movement Count Data ........................................................................................ 51
Appendix D – Distribution Tables & Calculations for Background 2024 & Buildout 2024 Traffic Conditions
................................................................................................................................................. 67
Appendix E – Existing Traffic Signal Timing Plans .................................................................................... 74
Appendix F – Synchro Outputs ............................................................................................................... 92
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 3
List of Tables
Table 1. Historical TxDOT Annual Average Daily Traffic Volumes (Vehicles per Day). ............................. 19
Table 2. Trip Generation Characteristics for Proposed Development. .................................................... 22
Table 3. Right-Turn Deceleration Lane Analysis for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd)
(Intersection 2).............................................................................................................................. 30
Table 4. Right-Turn Deceleration Lane Analysis for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave)
(Intersection 3).............................................................................................................................. 31
Table 5. Control Delay Based Level of Service (LOS) Criteria for Signalized and Unsignalized Intersections.
..................................................................................................................................................... 33
Table 6. Intersection Capacity Analysis Scenarios and Associated Exhibits. ............................................ 33
Table 7. Intersection Capacity Analysis Results for FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill
Ave) (Intersection 1). ..................................................................................................................... 34
Table 8. Intersection Capacity Analysis Results for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd)
(Intersection 2).............................................................................................................................. 35
Table 9. Intersection Capacity Analysis Results for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave)
(Intersection 3).............................................................................................................................. 36
Table 10. Variables for Estimating Queue Lengths................................................................................. 38
Table 11. Storage Capacities for Proposed Development. ..................................................................... 39
Table 12. Queue Length Probabilities for the Proposed Development. .................................................. 39
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 4
List of Figures
Figure 1. Impact Area and Existing Land Use. ........................................................................................ 11
Figure 2. Site Plan (Site Layout). ............................................................................................................ 12
Figure 3. Available Queuing Space for Proposed Site Plan. .................................................................... 37
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 5
List of Exhibits
Exhibit 1. Existing 2023 & Background 2024 Lane Configuration. .......................................................... 14
Exhibit 2. Buildout 2024 Lane Configuration. ........................................................................................ 16
Exhibit 3. Existing 2023 Traffic Volumes (AM & PM Collected on Thursday, February 16, 2023) ............ 18
Exhibit 4. Background 2024 Traffic Condition. ....................................................................................... 20
Exhibit 5. Distribution Percentages for Primary Trips. ........................................................................... 24
Exhibit 6. Distribution Percentages for Pass-by Trips. ............................................................................ 25
Exhibit 7. Primary Trips Associated with Proposed Development. ......................................................... 26
Exhibit 8. Pass-by / Diverted Trips Associated with Proposed Development. ......................................... 27
Exhibit 9. Total Site Trips (Pass-by & Primary). ...................................................................................... 28
Exhibit 10. Buildout 2024 Traffic Condition. .......................................................................................... 29
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 6
Executive Summary
This study analyzes the potential traffic impacts of the proposed development: Birdcall Restaurant.
The location of the proposed development is east of FM 1938 (Randol Mill Ave) and south of FM 1709
(Southlake Blvd) in Southlake, TX. It will be an out parcel in an existing commercial development.
The impact area of the proposed development includes following existing study intersections:
• FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1).
• Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2).
• Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3).
The proposed land use(s) include:
• Up to 2,400 square feet gross floor area of Fast-Food Restaurant with Drive-Through Window
(ITE Land Use Code 934). The Restaurant will also have a 2,500 square foot patio area.
Note: Most Birdcall Restaurants do not serve breakfast. However, this could change in the future,
therefore, this report includes an AM Peak Hour analysis.
The proposed development does not add any new access points.
This study evaluates the following existing access points:
• Access Point 1 (AP1): An existing right-in/right-out access along FM 1709 approximately
550 feet east of FM 1938.
• Access Point 2 (AP 2): An existing right-in/right-out access along FM 1938 approximately
300 feet south of FM 1709.
This study discusses (but does not evaluate) the following existing access points that are part of the
larger commercial development.
• Access Point A (AP A): An existing right-in/right-out/left-in access along FM 1709 approximately
1,050 feet east of FM 1938.
• Access Point B (AP B): An existing right-in/right-out access along FM 1709 approximately
300 feet east of FM 1938.
• Access Point C (AP C): An existing right-in/right-out access along FM 1938 approximately 130
feet south of FM 1709.
This study estimates the total number of trips entering and exiting the proposed development will be
(includes both pass-by and primary trips):
• 7,272 Daily Trips.
• 108 AM Peak Hour Trips.
• 124 Midday Peak Hour Trips.
• 80 PM Peak Hour Trips.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 7
Intersection Capacity Analysis
Existing 2023 Traffic Condition
FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for
Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour.
Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the
AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.76.
Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of
Service C or better in the evaluated scenarios.
Background 2024 Traffic Condition
FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for
Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour.
Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the
AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.81.
Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of
Service C or better in the evaluated scenarios.
Buildout 2024 Traffic Condition
FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for
Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Given level
of service and delay are similar in the Background and Buildout traffic conditions, this study does not
propose any mitigations at Intersection 1.
Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the
AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.97. This is a worst-case scenario. It is likely
reasonable and prudent drivers will redistribute to alternative exits to obtain a more reasonable delay
and volume to capacity ratio. Therefore, this study does not propose any mitigations at Intersection 2.
Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of
Service C or better in the evaluated scenarios.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 8
Access Management Analysis
Access 1 (Intersection 2)
Volumes for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) fall below the TxDOT
threshold (60 vph) for considering a right-turn deceleration lane.
Access 2 (Intersection 3)
Volumes for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) fall below the TxDOT
threshold (60 vph) for considering a right-turn deceleration lane.
Queue Length Analysis
The queue length analysis suggests the probability of a queue extending onto Southlake Blvd during the
Midday (Lunch) Peak is 16%. And the probability during the PM (Dinner) Peak is 12%. This study
presumes Birdcall will adjust their service rate as demand increases. Additionally, there is an option for
Birdcall to take steps to have the queue extend further into the development than what is shown in
Figure 3. Based upon these results, the proposed site plan has sufficient queueing are for the
anticipated demand.
Recommendations
Buildout 2024
This study does not propose any mitigations.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 9
Introduction
This study analyzes the potential traffic impacts of the proposed development: Birdcall Restaurant.
The location of the proposed development is east of FM 1938 (Randol Mill Ave) and south of FM 1709
(Southlake Blvd) in Southlake, TX. It will be an out parcel in an existing commercial development.
Figure 1 is a map of the impact area and shows existing land uses. Figure 2 is an image of the proposed
site layout; Appendix A contains a larger version.
The proposed land use(s) include:
• Up to 2,400 square feet gross floor area of Fast-Food Restaurant with Drive-Through Window
(ITE Land Use Code 934). The Restaurant will also have a 2,500 square foot patio area.
Note: Most Birdcall Restaurants do not serve breakfast. However, this could change in the future,
therefore, this report includes an AM Peak Hour analysis.
The proposed development does not add any new access points.
This study evaluates the following existing access points:
• Access Point 1 (AP1): An existing right-in/right-out access along FM 1709 approximately
550 feet east of FM 1938.
• Access Point 2 (AP 2): An existing right-in/right-out access along FM 1938 approximately
300 feet south of FM 1709.
This study discusses (but does not evaluate) the following existing access points that are part of the
larger commercial development.
• Access Point A (AP A): An existing right-in/right-out/left-in access along FM 1709 approximately
1,050 feet east of FM 1938.
• Access Point B (AP B): An existing right-in/right-out access along FM 1709 approximately
300 feet east of FM 1938.
• Access Point C (AP C): An existing right-in/right-out access along FM 1938 approximately 130
feet south of FM 1709.
Study Scope
Appendix B contains an email exchange between Lee Engineering and City of Southlake staff confirming
the scope for this study.
Study Elements
This study includes the following elements:
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 10
Data Collection
• A subcontractor collected Vehicle volumes in February 2023 and March 2023.
• Obtained the proposed site plan, information on planned roadway improvements, information
on other developments in the area, and other relevant information.
• Performed a field visit to observe existing operation and to confirm existing lane configurations.
Traffic Analysis
• Assessed the general accessibility of the site.
• Estimated the number of trips the proposed development will generate.
• Estimated the directional distribution of traffic approaching/departing the development.
• Assigned the estimated site traffic to the street network.
• Analyzed the impact of the proposed development on impact area roadways.
Documentation
• Prepared this report documenting the study procedures and results.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 11
Figure 1. Impact Area and Existing Land Use.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 12
Figure 2. Site Plan (Site Layout).
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 13
Site Accessibility and Study Impact Area
Site accessibility describes how people (vehicles) get to and from a development. Geographical location
with respect to other activity areas, the roadway system, and other physical constraints affect a Site’s
Accessibility.
The proposed development does not add any new access points.
This study evaluates the following existing access points:
• Access Point 1 (AP1): An existing right-in/right-out access along FM 1709 approximately
550 feet east of FM 1938.
• Access Point 2 (AP 2): An existing right-in/right-out access along FM 1938 approximately
300 feet south of FM 1709.
This study discusses (but does not evaluate) the following existing access points that are part of the
larger commercial development.
• Access Point A (AP A): An existing right-in/right-out/left-in access along FM 1709 approximately
1,050 feet east of FM 1938.
• Access Point B (AP B): An existing right-in/right-out access along FM 1709 approximately
300 feet east of FM 1938.
• Access Point C (AP C): An existing right-in/right-out access along FM 1938 approximately 130
feet south of FM 1709.
Impact Area
The impact area of the proposed development includes following existing study intersections:
• FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1).
• Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2).
• Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3).
Figure 1 provides an image of the impact/study area.
Existing 2023 Lane Configuration
Exhibit 1 shows the existing lane configuration at study intersections.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 15
Impact Area Roadways
Existing roadways within the impact area include:
• FM 1709 (Southlake Blvd).
• FM 1938 (Randol Mill Ave).
The following text describes the existing roadways and any assumptions associated with these existing
roadways that influence analyses and recommendations within this report.
FM 1709 (Southlake Blvd)
Near FM 1938 (Randol mill Ave), FM 1709 is a 6-lane divided roadway and a speed limit of 45 mph. The
City of Southlake Throughfare plan classifies it as a 130’ to 140’ 6-Lane Divided Arterial.
The TxDOT statewide planning map classifies it as a Principal Arterial. The TxDOT Online Project Tracker
does not identify any major capacity improvements for this roadway within the next 10 years.
At its intersection with FM 1938 (Intersection 1) there is a traffic signal.
FM 1938 (Randol Mill Ave)
Near FM 1709 (Southlake Blvd), FM 1938 (Randol Mill Ave) is a 6-lane divided roadway and a speed limit
of 45 mph. The City of Southlake Throughfare plan classifies it as a 130’ to 140’ 6-Lane Divided Arterial
in the City of Southlake Throughfare Plan.
The TxDOT statewide planning map classifies it as a Principal Arterial. The TxDOT Online Project Tracker
does not identify any major capacity improvements for this roadway within the next 10 years.
At its intersection with FM 1709 (Intersection) there is a traffic signal.
Background 2024 Lane Configuration (Buildout Year)
Exhibit 1 shows the Background 2024 lane configuration.
It is the same as the Existing 2023 Lane Configuration.
Buildout 2024
Exhibit 2 shows the Buildout 2024 lane configuration. Based upon analyses within this study, it is the
same as the Existing 2023 and Background 2024 Lane Configuration.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 17
Traffic Volumes
Appendix C contains the turning movement count data collected for this study.
Existing Traffic Volumes
A subcontractor collected Vehicle turning movement count data at the following locations:
• FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1).
• Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2).
• Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3).
On Thursday February 16, 2023, a subcontractor collected vehicle turning movement counts during the
following times:
• Weekday AM Peak Period (6:30 AM to 8:30 PM).
• Weekday PM Peak Period (4:30 PM to 6:30 PM).
On March 23, 2023, a subcontractor collected vehicle turning movement counts during the following
times:
• Weekday Midday (MID) Peak Period (11:30 AM to 1:30 PM).
Exhibit 3 shows the peak 1-hour volume for each intersection extracted from the turning movement
count data.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 19
Growth Rate
To be conservative, this study uses a growth rate of 2.0% to grow existing traffic volumes to the
Background 2024 year.
The growth rate is based upon the historical annual average daily traffic volumes shown in Table 1.
These volumes are from TxDOT’s Statewide Planning Map.
Table 1. Historical TxDOT Annual Average Daily Traffic Volumes (Vehicles per Day).
Background 2024 Traffic Condition (Buildout Year)
Exhibit 4 contains the Background 2024 Traffic Condition. This is the growth of the existing volumes
(shown in Exhibit 3) to the Buildout year.
220H26 220H23
Year AADT Growth
Percent Year AADT Growth
Percent
2021 39,112 19.9%2021 22,976 3.6%
2020 32,609 -20.9%2020 22,176 -18.0%
2019 41,219 -3.6%2019 27,044 -1.9%
2018 42,739 1.9%2018 27,561 2.7%
2017 41,950 -0.7%2017 26,830 8.5%
2016 42,263 -5.1%2016 24,720 -9.1%
2015 44,539 9.9%2015 27,190 4.0%
2014 40,524 -2.9%2014 26,147 -7.3%
2013 41,722 -0.7%2013 28,192 8.4%
2012 42,000 10.5%2012 26,000 8.3%
2011 38,000 0.0%2011 24,000 -4.0%
2010 38,000 --2010 25,000 --
-1.5%-1.5%
0.3%-0.4%
Station Flag:Station Flag:
FM 1938 south of FM 1709FM 1709 east of FM 1938
10-Year Rate:10-Year Rate:
5-Year Rate:5-Year Rate:
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 21
Trip Generation
Proposed Development
The proposed land use(s) include:
• Up to 2,400 square feet gross floor area of Fast-Food Restaurant with Drive-Through Window
(ITE Land Use Code 934). The Restaurant will also have a 2,500 square foot patio area.
This study estimates the number of vehicle trips generated by the proposed development using the trip
generation rates or equations provided within the Institute of Transportation Engineers (ITE) Trip
Generation Manual, 11th Edition. The number of trips generated by the development is a function of the
type and quantity of the land use characteristics within the proposed development.
Table 2 shows the trip generation rate or equation, the directional split, and the estimated number of
trips for the:
• Average Weekday.
• AM Peak Hour of the Adjacent Street.
• Midday (MID) Peak Hour – The rate used is the PM Peak Hour of the Generator.
• PM Peak Hour of the Adjacent Street.
Note: Most Birdcall Restaurants do not serve breakfast. However, this could change in the future,
therefore, this report includes an AM Peak Hour analysis.
Pass-by/Diverted Trips
A Pass-by or Diverted Trip is when a motorist makes an intermediate stop at an adjacent land use during
their journey to their primary trip destination. Pass-by and Diverted Trips are attracted out of the
existing traffic streams adjacent to the site; they are not new traffic generated by the development. The
ITE Trip Generation Handbook publishes average pass-by rates for different land uses based on studies
at similar types of developments.
This study considers the impact of pass-by trips for the Fast-Food Restaurant with Drive-Through
Window land use.
For a Fast-Food Restaurant with Drive-Through Window, ITE indicates a pass-by percentage of 50% for
the AM Peak hour and 55% for the PM Peak hour. ITE does not provide a pass-by information for the
Midday Peak Hour. Therefore, this study applies the AM Peak Hour Pass-by Rate of 50% to the Midday
Peak Hour.
Based upon this information, this study estimates the proposed development will attract:
• 54 AM Peak Hour Pass-by Trips.
• 62 Midday Peak Hour Pass-by Trips.
• 44 PM Peak Hour Pass-by Trips.
These are vehicles already traveling along the roadways adjacent to the proposed development.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 22
Primary Trips
Primary trips are new trips added to the roadway network by the proposed development.
This study estimates the proposed development will generate:
• 54 AM Peak Hour Primary Trips.
• 62 Midday Peak Hour Primary Trips.
• 36 PM Peak Hour Primary Trips.
Total Trips
This study estimates the total number of trips entering and exiting the proposed development will be
(includes both pass-by and primary trips):
• 7,272 Daily Trips.
• 108 AM Peak Hour Trips.
• 124 Midday Peak Hour Trips.
• 80 PM Peak Hour Trips.
Table 2. Trip Generation Characteristics for Proposed Development.
Description ITE Code
Fast-Food Restaurant
with Drive-Through Window 934
Description ITE Code
Fast-Food Restaurant
with Drive-Through Window 934 In Out In Out In Out In Out
2.400
1000 Sq. Ft.
GFA
(For Equations: T = Trips, X = Independent Variable)
Total In Out In
80
31 31
27 27 31 31
Fast-Food Restaurant
with Drive-Through Window ------
MID Peak Hour
Total In Out
AM Peak Hour MID Peak Hour
108
OutTotal
Weekday
------54
Weekday
Total
----
MID Peak Hour
Total Primary Trips:
(New Trips added to Roadway Network)
Total In Out
Fast-Food Restaurant
with Drive-Through Window 1,122
------
561 561
Land Use Independent
Variable
AM Peak Hour
Total In Out
51%49%50%50%
Weekday
51%
Rates
PM Peak Hour
33.03
Directional Split
PM Peak Hour
MID Peak Hour
50.94
AM Peak Hour
44.61
AM Peak Hour
467.48
Weekday
52%48%
62
Number of Trips
PM Peak Hour
Total In Out
49%
53 124 63 61
62 32 30
Total
27 62
36 19 17
PM Peak Hour
In Out
36 19 17
44 23 21
Total Trips (Pass-By & Primary):1,122 561 561 108 55
26 62 32 30 44 23
54 27
Total Pass-By Trips:--21
Fast-Food Restaurant
with Drive-Through Window
42 38
53 124 63 61 80 42 38
54 28
Pass-By vs. Primary Trips In Out
54 28 26
55
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 23
Trip Distribution and Assignment
Appendix D contains trip distribution tables associated with the Background 2024 and Buildout 2024
traffic conditions.
Trip Distribution
Exhibit 5 shows the anticipated distribution percentages for primary trips.
Exhibit 6 shows the anticipated distribution percentages for pass-by and diverted trips.
The directional distributions are based upon the collected turning movement volumes at the study
intersection(s), existing developments in the surrounding area, roadway configurations in the
surrounding area, and the proposed site plan.
Total Site Trips
Exhibit 7 shows the primary site trips added to the roadway network at study intersections.
Exhibit 8 shows the pass-by and diverted site trips added to the roadway network at study intersections.
Exhibit 9 shows total site trips (primary, pass-by, and diverted) added to the roadway network at study
intersections.
Note: The estimated number of trips shown in Table 2 may not exactly match the values shown in the
Exhibits. Additionally, there could be minor variations in volumes between intersections. These
differences are a result of rounding partial trips up to the nearest whole trip within the trip distribution
tables in Appendix D and Appendix D.
Buildout 2024 Traffic Condition
Exhibit 10 contains the Buildout 2024 Traffic Condition.
Buildout 2024 traffic condition volumes are the following exhibits added together:
• Background 2024 Traffic Condition, Exhibit 4.
• Site Traffic Assigned to Roadway Network. Exhibit 9.
SUITE 1660
972-248-3006
TBPE FIRM F-450
3030 LBJ FREEWAY
DALLAS, TEXAS 75234
Exhibit 6
NOT TO SCALEN
Distribution Percentages for Pass-By TripsNorthSouthEast
West NorthSouthEast
West
Int. #2
East
West
North
South
North
South
West
East
Int. #1
Int. #3
SITE
AP 2
AP C
AP B
AP 1
AP A
Development
Full (Southlake Blvd)
FM 1709
Int. A
(Southlake Blvd)FM 1709
Players CirMea
do
wlark
L
n
LEGEND
NOT SIGNALIZED (STUDY INTERSECTION)
SIGNALIZED (NOT STUDY INTERSECTION)
SIGNALIZED (STUDY INTERSECTION)+20%+30%-30%
-30%
-30%(+30%)-20%+20%(+20%)+50%-30%
(+30
%)-20%(+70%)
AM [MID] (PM) ENTERING %
AM [MID] (PM) EXITING %(Randol Mill Ave)FM 1938(Randol Mill Ave)FM 1938
SUITE 1660
972-248-3006
TBPE FIRM F-450
3030 LBJ FREEWAY
DALLAS, TEXAS 75234
Exhibit 8
NOT TO SCALENNorthSouthEast
West NorthSouthEast
West
Int. #2
East
West
North
South
North
South
West
East
Int. #1
Int. #3
SITE
AP 2
AP C
AP B
AP 1
AP A
Development
Full (Southlake Blvd)
FM 1709
Int. A
(Southlake Blvd)FM 1709
Players CirMea
do
wlark
L
n
LEGEND
NOT SIGNALIZED (STUDY INTERSECTION)
SIGNALIZED (NOT STUDY INTERSECTION)
SIGNALIZED (STUDY INTERSECTION)
Pass-By / Diverted Trips Associated with Proposed Development+6 [+6] (+5)+8 [+9] (+7)-9 [-10] (-7)-6 [-7] (-5)+6 [+7] (+5)-9 [-10] (-7)
14 [16] (12)
+8 [+9] (+7)
-9 [-10] (-7)-9 [-10] (-7)
+9 [+10] (+7)
19 [21] (15)-6 [-7] (-5)6 [7] (5)AM [MID] (PM) PEAK HOUR ENTERING VOLUMES
AM [MID] (PM) PEAK HOUR EXITING VOLUMES (Randol Mill Ave)FM 1938(Randol Mill Ave)FM 1938
SUITE 1660
972-248-3006
TBPE FIRM F-450
3030 LBJ FREEWAY
DALLAS, TEXAS 75234
Exhibit 9
NOT TO SCALENNorthSouthEast
West NorthSouthEast
West
Int. #2
East
West
North
South
Int. #1
Int. #3
SITE
AP 2
AP C
AP B
AP 1
AP A
Development
Full (Southlake Blvd)
FM 1709
(Southlake Blvd)FM 1709
Players CirMea
do
wlark
L
n12 [13] (9)12 [14] (9)38 [43] (27)
LEGEND
NOT SIGNALIZED (STUDY INTERSECTION)
SIGNALIZED (NOT STUDY INTERSECTION)
SIGNALIZED (STUDY INTERSECTION)
Total Site Trips (Pass-by & Primary)-6 [-7] (-5)6 [7] (4)-6 [-7] (-5)12 [14] (9)17 [19] (13)6 [7] (4)-9 [-10] (-7)
9 [10] (6)
-9 [-10] (-7)
-9 [-10] (-7)
North
South
West
East
Int. A
-9 [-10] (-7)
+18 [+20] (+13)
AM [MID] (PM) PEAK HOUR VOLUMES (Randol Mill Ave)FM 1938(Randol Mill Ave)FM 193817 [ 19] (13)
28 [32] (22)
SUITE 1660
972-248-3006
TBPE FIRM F-450
3030 LBJ FREEWAY
DALLAS, TEXAS 75234
Exhibit 10
NOT TO SCALENNorthSouthEast
West NorthSouthEast
West
Int. #2
East
West
North
South
Int. #1
Int. #3
SITE
AP 2
AP C
AP B
AP 1
AP A
Development
Full (Southlake Blvd)
FM 1709
(Southlake Blvd)FM 1709
Players CirMea
do
wlark
L
n
2,540 [1,337] (1,494)
42 [53] (36)
753 [1,179] (2,180)
8 [18] (21)
163 [384] (159)
2 [43] (0)
214 [155] (496)
430 [802] (1,480)
110 [180] (206)23 [21] (54)166 [198] (272)706 [396] (513)560 [162] (369)3 [37] (2)295 [263] (257)390 [364] (869)77 [357] (221)1,683 [937] (940)
159 [180] (202)784 [718] (1,620)1,381 [959] (1,158)42 [54] (55)LEGEND
NOT SIGNALIZED (STUDY INTERSECTION)
SIGNALIZED (NOT STUDY INTERSECTION)
SIGNALIZED (STUDY INTERSECTION)
55 [113] (113)
107 [72] (58)
AM [MID] (PM) PEAK HOUR VOLUMES
Buildout 2024 Traffic Condition(Randol Mill Ave)FM 1938(Randol Mill Ave)FM 1938
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 30
Access Point Analys es
This study includes the following access point analyses:
• Evaluate a need for right turn deceleration lanes.
Right Turn Deceleration Lane Analysis
This study conducts right-turn deceleration lane analyses at the following intersections:
• Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2).
• Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3).
Guidelines in TxDOT’s Access Management Manual state:
• For roadways with a posted speed limit less than or equal to 45 mph, a right turn deceleration
lane should be considered when peak right turn volumes are greater than 60 vehicles per hour.
• For roadways with a posted speed limit greater than 45 mph, a right turn deceleration lane
should be considered when peak right turn volumes are greater than 50 vehicles per hour.
Intersection 2
Volumes for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) fall below the TxDOT
threshold (60 vph) for considering a right-turn deceleration lane.
Table 3 contains a summary of the right-turn deceleration lane analysis.
Table 3. Right-Turn Deceleration Lane Analysis for
Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2).
Analysis Period Approach
Speed
Limit
(mph)
Threshold
(vph)
Volume (vph)
AM [MID] (PM)
Exceeds
Threshold?
AM [MID] (PM)
Existing 2023 EB 45 60 13 [20] (13) No [No] (No)
Background 2024 EB 45 60 14 [21] (14) No [No] (No)
Buildout 2024 EB 45 60 42 [53] (36) No [No] (No)
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 31
Intersection 3
Volumes for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) fall below the TxDOT
threshold (60 vph) for considering a right-turn deceleration lane.
Table 4 contains a summary of the right-turn deceleration lane analysis.
Table 4. Right-Turn Deceleration Lane Analysis for
Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3).
Analysis Period Approach
Speed
Limit
(mph)
Threshold
(vph)
Volume (vph)
AM [MID] (PM)
Exceeds
Threshold?
AM [MID] (PM)
Existing 2023 NB 45 60 29 [39] (45) No [No] (No)
Background 2024 NB 45 60 30 [40] (46) No [No] (No)
Buildout 2024 NB 45 60 42 [54] (55) No [No] (No)
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 32
Intersection Capacity Analysis
Appendix G contains the traffic signal timing information provide by TxDOT Fort Worth Staff. Unless
otherwise indicated, this study used this traffic signal timing information when determining capacity
analysis results at any existing traffic signals.
Appendix H contains level of service outputs from the Synchro 11 traffic analysis software package.
This study also considers peak hour factor by intersection and heavy truck percentage by movement
when estimating delay and level of service at study intersections.
This study uses the HCM methodologies included within the Synchro 11 traffic analysis software package
to evaluate intersection capacity at study intersections. The study intersections are:
• FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1).
• Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2).
• Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3).
Delay based intersection Level of Service (LOS) is a qualitative measure of capacity and operating
conditions and is directly related to vehicle delay. HCM methodologies give delay-based LOS a letter
designation ranging from A to F with LOS A representing short delay and LOS F representing long delay.
Table 5 contains the delay-based LOS criteria for signalized and unsignalized intersections.
For this study, an acceptable condition is delay-based LOS D or better.
An alternative measures of intersection capacity includes volume to capacity ratio (V/C) and 95th
percentile queue length. Volume to capacity ratios at or above 0.80 suggest anticipated traffic volumes
are starting to exceed the intersections capacity, which could indicate a need for mitigation.
95th percentile queue length indicates a queue length with a 5% probability of the observed queue
length exceeding it during the analysis period.
Table 6 contains a summary of the evaluated scenarios and associated exhibits.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 33
Table 5. Control Delay Based Level of Service (LOS) Criteria for
Signalized and Unsignalized Intersections.
Level of Service
(LOS)
Control Delay
(seconds/vehicle) Description
Signalized Unsignalized
A ≤ 10.0 ≤ 10.0 Very low vehicle delays, free flow, and signal
progression extremely favorable.
B 10.1 to 20.0 10.1 to 15.0 Good signal progression, more vehicles stop and
experience higher delays than for LOS A.
C 20.1 to 35.0 15.1 to 25.0 Stable flow, fair signal progression, significant
number of vehicles stop at signals.
D 35.1 to 55.0 25.1 to 35.0 Congestion noticeable, longer delays and
unfavorable signal progression.
E 55.1 to 80.0 35.1 to 50.0 Limit of acceptable delay, unstable flow, poor
signal progression, traffic near roadway capacity.
F > 80.0 > 50.0 Unacceptable delays, extremely unstable flow and
congestion, traffic exceeds roadway capacity.
SOURCE: Highway Capacity Manual, 6th Edition, Transportation Research Board, 2016
Table 6. Intersection Capacity Analysis Scenarios and Associated Exhibits.
Scenario Lane Configurations Traffic Volumes
Existing 2023 Exhibit 1 Exhibit 3
Background 2024 Exhibit 1 Exhibit 4
Buildout 2024 Exhibit 2 Exhibit 10
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 34
Intersection 1
Table 7 contains a summary of the capacity analysis results for Intersection 1.
Existing 2023: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the
range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour.
Background 2024: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within
the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak
Hour.
Buildout 2024: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the
range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour.
Given level of service and delay are similar in the Background and Buildout traffic conditions, this study
does not propose any mitigations at Intersection 1.
Table 7. Intersection Capacity Analysis Results for
FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1).
Scenario Peak
Hour Intersection EB WB NB SB
Existing 2023
AM 80.3 (F) 82.9 (F) 38.0 (D) 109.5 (F) 61.3 (E)
MID 59.7 (E) 44.2 (D) 32.8 (C) 52.9 (D) 119.1 (F)
PM 69.8 (E) 51.1 (D) 56.2 (E) 65.2 (E) 114.2 (F)
Background 2024
AM 85.8 (F) 90.4 (F) 38.3 (D) 116.9 (F) 63.1 (E)
MID 62.3 (E) 46.0 (D) 33.0 (C) 53.4 (D) 127.5 (F)
PM 72.6 (E) 51.9 (D) 57.7 (E) 66.9 (E) 121.9 (F)
Buildout 2024
AM 87.7 (F) 92.1 (F) 38.3 (D) 118.0 (F) 67.1 (E)
MID 63.1 (E) 46.1 (D) 33.1 (C) 54.5 (D) 129.5 (F)
PM 73.5 (E) 52.0 (D) 57.4 (E) 71.6 (E) 122.1 (F)
1 HCM methodologies discourage the use of intersection-wide delay for 1-Way & 2-Way Stop Control Analysis.
2 Delay in seconds/vehicle (Level of Service).
3 V/C = Volume to Capacity Ratio.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 35
Intersection 2
Table 8 contains a summary of the capacity analysis results for Intersection 1.
Existing 2023: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range
for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.76.
Background 2024: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the
range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.81.
Buildout 2024: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range
for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.98. This is a worst-case
scenario.
It is likely reasonable and prudent drivers will redistribute to alternative exits to obtain a more
reasonable delay and volume to capacity ratio. Therefore, this study does not propose any mitigations
at Intersection 2.
Table 8. Intersection Capacity Analysis Results for
Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2).
Scenario Peak
Hour Intersection EB WB NB SB
Existing 2023
AM -- -- -- 94.2 (F)
V/C = 0.76 --
MID -- -- -- 18.5 (C) --
PM -- -- -- 19.3 (C) --
Background 2024
AM -- -- -- 106.8 (F)
V/C = 0.81 --
MID -- -- -- 19.0 (C) --
PM -- -- -- 19.8 (C) --
Buildout 2024
AM -- -- -- 149.0 (F)
V/C = 0.98 --
MID -- -- -- 20.4 (C) --
PM -- -- -- 20.9 (C) --
1 HCM methodologies discourage the use of intersection-wide delay for 1-Way & 2-Way Stop Control Analysis.
2 Delay in seconds/vehicle (Level of Service).
3 V/C = Volume to Capacity Ratio.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 36
Intersection 3
Table 9 contains a summary of the capacity analysis results for Intersection 3.
Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of
Service C or better in the evaluated scenarios.
Table 9. Intersection Capacity Analysis Results for
Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3).
Scenario Peak
Hour Intersection EB WB NB SB
Existing 2023
AM -- -- 19.1 (C) -- --
MID -- -- 15.2 (C) -- --
PM -- -- 19.1 (C) -- --
Background 2024
AM -- -- 19.5 (C) -- --
MID -- -- 15.4 (C) -- --
PM -- -- 19.6 (C) -- --
Buildout 2024
AM -- -- 22.7 (C) -- --
MID -- -- 17.1 (C) -- --
PM -- -- 21.6 (C) -- --
1 HCM methodologies discourage the use of intersection-wide delay for 1-Way & 2-Way Stop Control Analysis.
2 Delay in seconds/vehicle (Level of Service).
3 V/C = Volume to Capacity Ratio.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 37
Queue Length Analysis
This study uses queue length analyses to determine the probability the queue will extend:
• Past the End of the Order Lane.
• Onto Access 1.
• Onto Southlake Blvd.
Figure 3 shows the available onsite queuing space associated with the proposed development. It
defines the following distances:
• Distance A is the storage space from the Pick-Up Window to the Ordering location. This study
estimates 9 vehicles can fit in this space.
• Distance B is the storage space from the order location to the entry for the drive-thru lane. This
study estimates 3 vehicles can fit in this space.
• Distance C is the space from the entry to the drive-thru lane to the location of Access 1 as it
comes into the development. This study estimates 9 vehicles can fit in this space.
• Distance D is the space from the end of Distance C to Southlake Blvd. This study estimates 9
vehicles can fit in this space.
Figure 3. Available Queuing Space for Proposed Site Plan.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 38
The developer provided the following information for existing Birdcall Restaurants:
• During the Midday Peak Hour (Lunch), the average time in System is 315 seconds/veh.
• During the PM Peak Hour (Dinner), the average time in system is 362 seconds/veh.
Within this report, the queueing analysis uses a statistical model that assumes a Poisson distribution for
vehicle arrivals and an exponential distribution (M/M/1 model) for service times. This model presumes
queuing at the proposed location will be a function of:
• The Peak Hour Arrival Rate (λ) (veh/hr).
• Peak Hour Service Rate (μ) (veh/hr).
• Average Time in System (hr/veh).
This study presumes 75 % of the vehicles entering the site are the peak hour arrival rate (λ) for the
applicable peak hour. The number of vehicles entering the site comes from the trip generation values in
Table 2.
For the M/M/1 queueing model, the equation for average time in system is:
𝐴𝑣𝑒𝑟𝑎𝑒𝑒 𝑆�ℎ𝑘𝑒 �ℎ𝑘 𝑆𝑦𝑟𝑟𝑒𝑘= 1
(𝜆−𝜆)
Since the Average Time in System and Peak Hour Arrival Rate (λ) are known, it is possible to solve the
equation to determine Peak Hour Service Rate (μ). Table 10 contains the known values and the
calculated Peak Hour Service Rate (μ).
Table 10. Variables for Estimating Queue Lengths.
For the M/M/1 queueing model, the probability of a certain queue length being more than a specific
value of (k) can be determined using the following equation:
𝑃𝑟𝑘𝑎𝑎𝑎�ℎ𝑘�ℎ𝑟𝑦 𝑘𝑒 𝑀𝑘𝑟𝑒 𝑆�𝑎𝑘 "𝑘" 𝑆𝑘�ℎ𝑟𝑟 �ℎ𝑘 𝑟�𝑒 𝑆𝑦𝑟𝑟𝑒𝑘=(𝜆
𝜆)
𝑘+1
For this study, “k” represents storage capacity. Table 11 contains values for “k” associated with the
proposed development.
Variable Midday Peak Hour PM Peak Hour
Number of Entering Trips in Peak Hour (veh)63 42
Anticipated Percent Using Drive-Thru 75%75%
Peak Hour Arrival Rate at Order Location, λ (veh/hr)48 32
Average Time in System (sec/veh)315 362
Average Time in System (hrs/veh)0.088 0.101
Calculated Service Rate, μ (veh/hr)60 42
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 39
Table 11. Storage Capacities for Proposed Development.
Table 12 contains the probability of the queue extending to the following locations:
• The end of the Order Lane (Distance B).
• Access 1 (Distance B + Distance C).
• Southlake Blvd (Distance B + Distance C + Distance D).
Table 12. Queue Length Probabilities for the Proposed Development.
The queue length analysis suggests the probability of a queue extending onto Southlake Blvd during the
Midday Peak Hour is 1%; and the probability during the PM Peak Hour is <1%. Additionally, this study
presumes Birdcall will either adjust their service time or take steps to have the queue extend into the
development (rather than towards the roadway) if queueing issues were to occur. Based upon these
results, the proposed site plan has sufficient queueing space for the anticipated demand.
Vehicle Storage Area Value for "k"
Pickup Window to Order Location (veh)9
Order Location to End of the Order Lane (veh)3
Order Location to Access 1 (veh)12
Order Location to Southlake Blvd (veh)21
Probabiliy of Queue Extending to:Midday Peak Hour PM Peak Hour
End of the Order Lane 41%34%
Access 1 5%3%
Southlake Blvd 1%<1%
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 40
Conclusions
This study analyzes the potential traffic impacts of the proposed development: Birdcall Restaurant.
The location of the proposed development is east of FM 1938 (Randol Mill Ave) and south of FM 1709
(Southlake Blvd) in Southlake, TX. It will be an out parcel in an existing commercial development.
Proposed Development
The proposed land use(s) include:
• Up to 2,400 square feet gross floor area of Fast-Food Restaurant with Drive-Through Window
(ITE Land Use Code 934). The Restaurant will also have a 2,500 square foot patio area.
Note: Most Birdcall Restaurants do not serve breakfast. However, this could change in the future,
therefore, this report includes an AM Peak Hour analysis.
The proposed development does not add any new access points.
This study evaluates the following existing access points:
• Access Point 1 (AP1): An existing right-in/right-out access along FM 1709 approximately
550 feet east of FM 1938.
• Access Point 2 (AP 2): An existing right-in/right-out access along FM 1938 approximately
300 feet south of FM 1709.
This study discusses (but does not evaluate) the following existing access points that are part of the
larger commercial development.
• Access Point A (AP A): An existing right-in/right-out/left-in access along FM 1709 approximately
1,050 feet east of FM 1938.
• Access Point B (AP B): An existing right-in/right-out access along FM 1709 approximately
300 feet east of FM 1938.
• Access Point C (AP C): An existing right-in/right-out access along FM 1938 approximately 130
feet south of FM 1709.
This study estimates the total number of trips entering and exiting the proposed development will be
(includes both pass-by and primary trips):
• 7,272 Daily Trips.
• 108 AM Peak Hour Trips.
• 124 Midday Peak Hour Trips.
• 80 PM Peak Hour Trips.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 41
Right Turn Deceleration Lane Analysis
Access Point 1 (Intersection 2)
• Volumes for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) fall below the TxDOT
threshold (60 vph) for considering a right-turn deceleration lane.
Access Point 2 (Intersection 3)
• Volumes for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) fall below the TxDOT
threshold (60 vph) for considering a right-turn deceleration lane.
Intersection Capacity Analysis
Intersection 1
• Existing 2023: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within
the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak
Hour.
• Background 2024: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls
within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM
Peak Hour.
• Buildout 2024: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls withi n
the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak
Hour.
• Given level of service and delay are similar in the Background and Buildout traffic conditions, this
study does not propose any mitigations at Intersection 1.
Intersection 2
• Existing 2023: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the
range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.76.
• Background 2024: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within
the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.81.
• Buildout 2024: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the
range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.98. This is a
worst-case scenario.
• It is likely reasonable and prudent drivers will redistribute to alternative exits to obtain a more
reasonable delay and volume to capacity ratio. Therefore, this study does not propose any
mitigations at Intersection 2.
Intersection 3
• Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for
Level of Service C or better in the evaluated scenarios.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 42
Queue Length Analysis
• The queue length analysis suggests the probability of a queue extending onto Southlake Blvd
during the Midday Peak Hour is 1%; and the probability during the PM Peak Hour is <1%.
Additionally, this study presumes Birdcall will either adjust their service time or take steps to
have the queue extend into the development (rather than towards the roadway) if queueing
issues were to occur. Based upon these results, the proposed site plan has sufficient queueing
space for the anticipated demand.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 43
Recommendations
Buildout 2024
No mitigations proposed.
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 44
Appendix A – Site Plan
9
9
9
9
8
8
9
9
8
8
8
8
8
8
8
8
8
8
15
12
24
22
14
12
9
9
8
8
9
9
9
9
9
9
26
3
15
5
5
2
6
8
17
5
6
6
2
12
15
4
7
6
4
11
5
14
2
4
6
7
8
14
13
7
8 9.0'EX. BUILDING
ZONING C-3
71,301 SF
EX. BUILDING
ZONING C-3
15,561 SF
EX. BUILDING
ZONING C-3
20,236 SF
24.0' LOT 5, BLOCK 1,
SOUTHLAKE CROSSING PHASE II
(CABINET A, SLIDE 2425, P.R.T.C.T.)
LOT 6, BLOCK 1,
SOUTHLAKE CROSSING
PHASE II
(CABINET A, SLIDE
2425, P.R.T.C.T.)
LOT 7, BLOCK 1,
SOUTHLAKE CROSSING
PHASE II
(CABINET A, SLIDE 2425,
P.R.T.C.T.)25' UTILITY EAS
E
ME
NT
CABI
N
ET A, SLI
DE 2425P.R.T.C.T.50' BUIL
DI
N
G LI
N
E
CABI
N
ET A, SLI
DE 2425P.R.T.C.T.
15' UTILITY EASEMENT
CABINET A, SLIDE 1613
P.R.T.C.T.50' BUIL
DI
N
G LI
N
E
CABI
NET A, SLI
DE 1614P.R.T.C.T.10 i.10 i.10 f.10 g.30' SETBA
CK
(PER Z
O
NI
N
G)30' SETBA
C
K
(PER ZO
NI
N
G)25' SETBACK(PER ZONING)25' SETBACK(PER ZONING)10' SETBACK
(PER ZONING)10' SETBA
CK
(PER ZO
NI
N
G)
15' DRAINAGE & UTILITY EASEMENT
CABINET A, SLIDE 2425
P.R.T.C.T.
10 j.
20' UTILITY EASEMENT
CABINET A, SLIDE 2425
P.R.T.C.T.
10 j.15' DRAINAGE & UTILITY EASEMENT
CABINET A, SLIDE 2425
P.R.T.C.T.
10 j.
(TRACT 3) 40' PERIMETER ACCESS DRIVE EASEMENT
VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1894
VOLUME 14393, PAGE 448
48' DRAINAGE EASEMENT
CABINET A, SLIDE 2425
P.R.T.C.T.
10 i.
(TRACT 3) 40' PERIMETER ACCESS DRIVE EASEMENT
VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1894
VOLUME 14393, PAGE 448
PART OF TRACT 3 40' PERIMETER, ACCESS DRIVE,
VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1694
VOLUME 14393, PAGE 448 D.R.T.C.T.
48' DRAINAGE & UTILITY EASEMENT
CABINET A, SLIDE 2425
P.R.T.C.T.
10 i.
25' COMMON ACCESS EASEMENT
CABINET A, SLIDE 2425
P.R.T.C.T.
10 j.
15' UTILITY EASEMENT
CABINET A, SLIDE 2425
P.R.T.C.T.
10 i.
15' UTILITY EASEMENT
CABINET A, SLIDE 2425
P.R.T.C.T.
10 j.
15' UTILITY EASEMENT
CABINET A, SLIDE 2425
P.R.T.C.T.
10 j.
25' UTILITY EASEMENT
CABINET A, SLIDE 1614
P.R.T.C.T.
10 g.
25' UTILITY EASEMENT
CABINET A, SLIDE 2425
P.R.T.C.T.
10 j.
25'X52' COMMON ACCESS EASEMENT
CABINET A, SLIDE 2425
P.R.T.C.T.
10 i.
35' UTILITY EASEMENT
CABINET A, SLIDE 2425
P.R.T.C.T.
10 j.
(TRACT 3) 40' PERIMETER ACCESS DRIVE EASEMENT
VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1894
VOLUME 14393, PAGE 448•••••••
•••
••••••••••••565.00'••••••••••••••••••••••2
2
0
.
0
0
'
•••••
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•80.00'••••••••••••••••••••••1
9
6
.
7
4
'••••••••••••••••••••••114.33'•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
1
5
9
.
5
8
'•••••••••••••••
•
••••••226.92'••••••••••••••••••••1044.45'••••••••••••••••••••••317.33'
•••••
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•65.85'••••••••••••••••••••••1
9
0
.
0
0
'
•••••
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•20.00'••••••••••••••••••••••2
0
5
.
0
0
'
50' BUILDING LINE
CABINET A, SLIDE 2425
P.R.T.C.T.
9.
0
'18.0'(TYP.)
R
5'R5'
R 5 'R10'R 5'
R 5'
R5 'R5'R 3'R5'R 5 'R 5 'R5'R5'R5'R5'R10'R 5'R5'R5'R5'R5'R5'R5'R 5
'R5'
R 10'18.0'18.0'18.0'18.0'18.0'18.0'18.0'18.0'18.0'9.
0
'
9.
0
'18.0'9.
0
'
9.
0
'
9.
0
'
9.
0
'
9.
0
'
9
.
0
'
9.
0
'
9.
0
'24.0'24.0'24.0'24.0'24.0'24.0'24.0'EX. BUILDING
ZONING C-3
5,000 SF
15.0'15.0'66.7'
PROP. OPEN
SPACE
PROP. PATIO
PROP. PATIO
DRIV
E
THRU
5
0
.
0
'36.7'PROP. SIDEWALK
PROP.
DUMPSTER
PROP. SIDEWALK
PROP. SIGN
PROP. BUILDING
ZONING C-3
4900 SF (INCLUDING
2500 SF PATIO)
6
0
.
0
'
LEGEND
FILENAME:C3.0 SITE PLAN_SHP22002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\SHP22002_Southlake Marketplace\Drawings\03 - ProductionK:\Jobs\SHP22002_Southlake Marketplace\Drawings\03 - Production\C3.0 SITE PLAN_SHP22002PLOTTED DATE: 1/5/2023SITE PLAN
CITY PROJECT NO. SPXX-XXXX
SOUTHLAKE MARKETPLACE
11.646 ACRES
LOT 5 & 7, BLOCK 1
ALTA/ACSM LAND TITLE SURVEY
(INST. NO. 20190215010000670)
CITY OF SOUTHLAKE,
TARRANT, TEXAS
PREPARATION DATE: XX/XX/XXXX
OWNER/APPLICANT
SHOP COMPANIES
4809 COLE AVE #330
DALLAS, TX 75205
PH: 214-960-4545
CONTACT: BUCK WHEELER
LANDSCAPE ARCHITECT
LANDSCAPE ARCHITECT COMAPNY
LANDSCAPE ADDRESS
LANDSCAPE ADDRESS
PH: LANDSCAPE PHONE NUMBER
CONTACT: LA ARCHITECT, RLA
ENGINEER
KIRKMAN ENGINEERING, LLC
5200 STATE HIGHWAY 121
COLLEYVILLE, TX 76034
PH: 817-488-4960
CONTACT: SHEA KIRKMAN, PE
SURVEYOR
TEXAS HERITAGE SURVEYING, LLC
10610 METRIC DR, SUITE 124
DALLAS, TX 75243
PH: 214-340-9700
CONTACT: GARY E. JOHNSON, RPLS
CONCEPT PLAN
GRAPHIC SCALE
FEET012060
SCALE: 1" = 60'
FIRE LANE STRIPING
ACCESSIBLE ROUTE
PARKING COUNT
PROPERTY BOUNDARY
FIRELANE
10
KE PROJECT
CLIENT LOGO
4809 COLE AVE #330
DALLAS, TX 75205
214-960-4545
SHEET:REV:DATE:DESCRIPTION:SOUTHLAKEMARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXASKIRKMAN ENGINEERING, LLC
5200 STATE HIGHWAY 121
COLLEYVILLE, TX 76034
TEXAS FIRM NO. 15874
JOB NUMBER:
ISSUE DATE:
SHP22002
1/5/2023
PRELIMINARY
FOR REVIEW ONLY
THESE DOCUMENTS ARE FOR
DESIGN REVIEW ONLY AND
NOT INTENDED FOR THE
PURPOSES OF CONSTRUCTION,
BIDDING OR PERMIT. THEY
WERE PREPARED BY, OR
UNDER THE SUPERVISION OF:
P.E.# 91865
SHEA O. KIRKMAN
DATE: January 5, 2023
SITE PLAN DATA TABLE
EXISTING ZONING C-3
PROPOSED ZONING C-3
TOTAL NUMBER OF PROPOSED LOTS 3
TOTAL LOT AREA (SF) / (ACRES)544,897 / 12.509
LOT 5 400,898 / 9.203
LOT 6 37,618 / 0.863
LOT 7 106,381 / 2.442
AREA OF OPEN SPACE (SF)117,590
PERCENTAGE OF OPEN SPACE (%)21.58%
REQUIRED PARKING 662
PROVIDED PARKING
STANDARD 577
HANDICAP 23
TOTAL 600
TOTAL BUILDING AREA (SF)117,057
BUILDING HEIGHT 24'-0" (1 STORY)
# OF STORIES 1
BUILDING LOT COVERAGE (%) / FLOOR AREA RATIO 21.5% / 0.215:1
ANTICIPATED SCHEDULE OF DEVELOPMENT
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 46
Appendix B – Scoping Email
1
James Robertson
From:Hetal Bhatt
Sent:Friday, January 20, 2023 5:02 PM
To:Sandra Endy
Cc:Jody Short
Subject:RE: Southlake Marketplace Commercial TIA
Thank you for taking the time to discuss this scope of work with me. Below are the brief notes on the conversation.
Please feel free to comment as you deem fit.
1. LEE will add the stacking analysis to the scope of work
2. The City agrees with the study area and scope of work (with the consideration of item 1)
Hetal H. Bhatt, P.E., PTOE
Lee Engineering, LLC
(972) 456‐9039 direct
(682) 556‐1883 mobile
From: Hetal Bhatt
Sent: Friday, January 20, 2023 3:57 PM
To: Sandra Endy <SEndy@ci.southlake.tx.us>
Cc: Jody Short <jshort@lee‐eng.com>
Subject: RE: Southlake Marketplace Commercial TIA
2
3
Hetal H. Bhatt, P.E., PTOE
Lee Engineering, LLC
(972) 456‐9039 direct
(682) 556‐1883 mobile
From: Hetal Bhatt
Sent: Friday, January 20, 2023 3:53 PM
To: Sandra Endy <SEndy@ci.southlake.tx.us>
Cc: Jody Short <jshort@lee‐eng.com>
Subject: FW: Southlake Marketplace Commercial TIA
Attached per our conversation.
Hetal H. Bhatt, P.E., PTOE
Lee Engineering, LLC
(972) 456‐9039 direct
(682) 556‐1883 mobile
From: Hetal Bhatt
Sent: Monday, January 16, 2023 4:05 PM
To: Kevin Ferrer <kferrer@cityofsouthlake.com>
Cc: Jody Short <jshort@lee‐eng.com>
Subject: Southlake Marketplace Commercial TIA [Filed 16 Jan 2023 16:05]
4
Kevin,
Good afternoon. Kirkman Engineering approached us to perform a Traffic Impact Analysis (TIA) for a commercial site in
Southlake near the northeast corner of Southlake Boulevard and Davis Boulevard (The site plan and .kmz file are
attached). We understand that the City has requested a TIA for the proposed development. Please let us know if the
scope of work described below meets the City’s needs or not. If not, please let me know what needs to be added.
Study intersections
1. Davis Boulevard and Southlake Boulevard (Existing)
2. Southlake Boulevard and Second Driveway from the west (Existing)
3. Davis Boulevard and Second Driveway from the north (Existing)
Data collections
1. Collect weekday AM and PM peak period turning movement counts for the existing
intersections in the above Task
2. Existing lane configurations for the study area intersections
Trip Generation Estimates
1. Based on the latest edition of the ITE Trip Generation Manual
Pass‐by reductions will be applied, if applicable
Traffic Analysis
1. Intersection capacity analyses for the AM and PM peak hours under the existing and Build‐out
Year (background and total) for the study intersections
Thank you,
HETAL BHATT, PE, PTOE
PROJECT MANAGER
3030 LBJ Freeway, Suite 1660
Dallas, TX 75234
(972) 248‐3006 office
(972) 456‐9039 direct
(682) 556‐1883 mobile
www.leeengineering.com
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 51
Appendix C – Turning Movement Count Data
SSOOUUTTHHLLAAKKEE BBLLVVDD @@ RANDOL_MILL -- TTMMCCThu Feb 16, 2023
Full Length (6:30 AM-8:30 AM, 4:30 PM-6:30 PM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1039820, Location: 32.937605, -97.18582
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg SOUTHLAKE BLVD SOUTHLAKE BLVD DAVIS BLVD DAVIS BLVD
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-02-16 6:30AM 18 291 20 0 329329 19 59 15 1 9494 21 79 73 1 174174 28 41 2 0 7171 668668
6:45AM 25 400 27 3 455455 21 59 14 0 9494 19 97 89 2 207207 27 52 6 3 8888 844844
Hourly Total 43 691 47 3 784784 40 118 29 1 188188 40 176 162 3 381381 55 93 8 3 159159 15121512
7:00AM 28 390 38 1 457457 38 64 11 1 114114 17 114 122 2 255255 41 83 13 0 137137 963963
7:15AM 31 486 42 3 562562 45 69 19 1 134134 23 135 125 0 283283 57 95 18 0 170170 11491149
7:30AM 34 400 27 0 461461 40 110 26 0 176176 31 208 160 2 401401 82 118 22 1 223223 12611261
7:45AM 46 358 40 0 444444 55 128 30 0 213213 34 191 151 7 383383 90 100 21 1 212212 12521252
Hourly Total 139 1634 147 4 19241924 178 371 86 2 637637 105 648 558 11 13221322 270 396 74 2 742742 46254625
8:00AM 48 397 46 4 495495 69 123 32 0 224224 58 152 113 1 324324 48 75 14 0 137137 11801180
8:15AM 35 354 36 0 425425 66 127 28 0 221221 54 144 113 2 313313 51 82 22 1 156156 11151115
8:30AM 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 00
Hourly Total 83 751 82 4 920920 135 250 60 0 445445 112 296 226 3 637637 99 157 36 1 293293 22952295
4:30PM 41 220 51 5 317317 119 363 58 0 540540 65 104 83 15 267267 57 207 56 0 320320 14441444
4:45PM 38 236 42 5 321321 105 380 50 0 535535 65 104 81 10 260260 82 194 46 0 322322 14381438
Hourly Total 79 456 93 10 638638 224 743 108 0 10751075 130 208 164 25 527527 139 401 102 0 642642 28822882
5:00PM 40 224 56 6 326326 128 337 51 0 516516 60 138 90 5 293293 55 237 55 1 348348 14831483
5:15PM 36 235 49 4 324324 134 377 42 0 553553 63 153 107 14 337337 49 218 59 0 326326 15401540
5:30PM 35 234 41 4 314314 98 353 61 1 513513 56 126 101 15 298298 50 159 52 0 261261 13861386
5:45PM 36 248 47 13 344344 86 368 41 2 497497 71 119 97 11 298298 47 180 51 1 279279 14181418
Hourly Total 147 941 193 27 13081308 446 1435 195 3 20792079 250 536 395 45 12261226 201 794 217 2 12141214 58275827
6:00PM 25 247 51 8 331331 108 380 63 0 551551 50 116 82 12 260260 60 138 37 3 238238 13801380
6:15PM 26 220 43 7 296296 102 360 56 2 520520 47 115 92 13 267267 70 157 46 4 277277 13601360
Hourly Total 51 467 94 15 627627 210 740 119 2 10711071 97 231 174 25 527527 130 295 83 7 515515 27402740
TotalTotal 542 4940 656 63 62016201 1233 3657 597 8 54955495 734 2095 1679 112 46204620 894 2136 520 15 35653565 1988119881
% Approach% Approach 8.7% 79.7% 10.6% 1.0% --22.4% 66.6% 10.9% 0.1% --15.9% 45.3% 36.3% 2.4% --25.1% 59.9% 14.6% 0.4% ---
% Total% Total 2.7% 24.8% 3.3% 0.3% 31.2%31.2%6.2% 18.4% 3.0% 0% 27.6%27.6%3.7% 10.5% 8.4% 0.6% 23.2%23.2%4.5% 10.7% 2.6% 0.1% 17.9%17.9%-
LightsLights 539 4910 647 63 61596159 1224 3617 589 8 54385438 720 2063 1659 111 45534553 887 2107 514 15 35233523 19673
% Lights% Lights 99.4% 99.4% 98.6% 100% 99.3%99.3%99.3% 98.9% 98.7% 100% 99.0%99.0%98.1% 98.5% 98.8% 99.1% 98.5%98.5%99.2% 98.6% 98.8% 100% 98.8%98.8%99.0%
Articulated TrucksArticulated Trucks 1 8 0 0 99 2 12 1 0 1515 3 8 4 0 1515 1 3 0 0 44 43
% Articulated Trucks% Articulated Trucks 0.2% 0.2% 0% 0% 0.1%0.1%0.2% 0.3% 0.2% 0% 0.3%0.3%0.4% 0.4% 0.2% 0% 0.3%0.3%0.1% 0.1% 0% 0% 0.1%0.1%0.2%
Buses and Single-UnitBuses and Single-Unit
TrucksTrucks 2 22 9 0 3333 7 28 7 0 4242 11 24 16 1 5252 6 26 6 0 3838 165
% Buses and Single-% Buses and Single-
Unit TrucksUnit Trucks 0.4% 0.4% 1.4% 0% 0.5%0.5%0.6% 0.8% 1.2% 0% 0.8%0.8%1.5% 1.1% 1.0% 0.9% 1.1%1.1%0.7% 1.2% 1.2% 0% 1.1%1.1%0.8%
*L: Left, R: Right, T: Thru, U: U-Turn
SSOOUUTTHHLLAAKKEE BBLLVVDD @@ RANDOL_MILL -- TTMMCCThu Mar 23, 2023
Full Length (11:30 AM-1:30 PM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1049337, Location: 32.937605, -97.18582
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg SOUTHLAKE BLVD SOUTHLAKE BLVD DAVIS BLVD DAVIS BLVD
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-03-23 11:30AM 69 172 38 2 281281 43 209 64 5 321321 56 58 33 2 149149 51 73 84 4 212212 963963
11:45AM 72 143 36 6 257257 45 186 53 10 294294 35 90 38 2 165165 64 87 83 10 244244 960960
Hourly Total 141 315 74 8 538538 88 395 117 15 615615 91 148 71 4 314314 115 160 167 14 456456 19231923
12:00PM 79 182 37 7 305305 38 171 63 8 280280 43 94 38 4 179179 56 72 94 7 229229 993993
12:15PM 91 175 35 4 305305 50 176 40 14 280280 45 87 28 4 164164 52 102 92 8 254254 10031003
12:30PM 81 197 38 1 317317 36 210 38 9 293293 43 107 41 0 191191 54 90 67 10 221221 10221022
12:45PM 93 169 35 7 304304 38 188 52 9 287287 40 89 37 2 168168 70 101 114 6 291291 10501050
Hourly Total 344 723 145 19 12311231 162 745 193 40 11401140 171 377 144 10 702702 232 365 367 31 995995 40684068
1:00PM 98 262 52 6 418418 51 198 51 16 316316 49 92 41 4 186186 67 83 82 6 238238 11581158
1:15PM 104 280 51 3 438438 26 200 35 8 269269 43 93 39 1 176176 53 89 87 14 243243 11261126
Hourly Total 202 542 103 9 856856 77 398 86 24 585585 92 185 80 5 362362 120 172 169 20 481481 22842284
TotalTotal 687 1580 322 36 26252625 327 1538 396 79 23402340 354 710 295 19 13781378 467 697 703 65 19321932 82758275
% Approach% Approach 26.2% 60.2% 12.3% 1.4% --14.0% 65.7% 16.9% 3.4% --25.7% 51.5% 21.4% 1.4% --24.2% 36.1% 36.4% 3.4% ---
% Total% Total 8.3% 19.1% 3.9% 0.4% 31.7%31.7%4.0% 18.6% 4.8% 1.0% 28.3%28.3%4.3% 8.6% 3.6% 0.2% 16.7%16.7%5.6% 8.4% 8.5% 0.8% 23.3%23.3%-
LightsLights 678 1548 314 36 25762576 315 1504 386 79 22842284 351 690 286 19 13461346 457 678 684 65 18841884 8090
% Lights% Lights 98.7% 98.0% 97.5% 100% 98.1%98.1%96.3% 97.8% 97.5% 100% 97.6%97.6%99.2% 97.2% 96.9% 100% 97.7%97.7%97.9% 97.3% 97.3% 100% 97.5%97.5%97.8%
Articulated TrucksArticulated Trucks 2 8 2 0 1212 2 9 1 0 1212 0 4 4 0 88 1 5 5 0 1111 43
% Articulated Trucks% Articulated Trucks 0.3% 0.5% 0.6% 0% 0.5%0.5%0.6% 0.6% 0.3% 0% 0.5%0.5%0% 0.6% 1.4% 0% 0.6%0.6%0.2% 0.7% 0.7% 0% 0.6%0.6%0.5%
Buses and Single-UnitBuses and Single-Unit
TrucksTrucks 7 24 6 0 3737 10 25 9 0 4444 3 16 5 0 2424 9 14 14 0 3737 142
% Buses and Single-% Buses and Single-
Unit TrucksUnit Trucks 1.0% 1.5% 1.9% 0% 1.4%1.4%3.1% 1.6% 2.3% 0% 1.9%1.9%0.8% 2.3% 1.7% 0% 1.7%1.7%1.9% 2.0% 2.0% 0% 1.9%1.9%1.7%
*L: Left, R: Right, T: Thru, U: U-Turn
SSOOUUTTHHLLAAKKEE BBLLVVDD @@ RANDOL_MILL -- TTMMCCThu Feb 16, 2023
AM Peak (7:15 AM - 8:15 AM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1039820, Location: 32.937605, -97.18582
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg SOUTHLAKE BLVD SOUTHLAKE BLVD DAVIS BLVD DAVIS BLVD
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-02-16 7:15AM 31 486 42 3 562562 45 69 19 1 134134 23 135 125 0 283283 57 95 18 0 170170 11491149
7:30AM 34 400 27 0 461461 40 110 26 0 176176 31 208 160 2 401401 82 118 22 1 223223 12611261
7:45AM 46 358 40 0 444444 55 128 30 0 213213 34 191 151 7 383383 90 100 21 1 212212 12521252
8:00AM 48 397 46 4 495495 69 123 32 0 224224 58 152 113 1 324324 48 75 14 0 137137 11801180
TotalTotal 159 1641 155 7 19621962 209 430 107 1 747747 146 686 549 10 13911391 277 388 75 2 742742 48424842
% Approach% Approach 8.1% 83.6% 7.9% 0.4% --28.0% 57.6% 14.3% 0.1% --10.5% 49.3% 39.5% 0.7% --37.3% 52.3% 10.1% 0.3% ---
% Total% Total 3.3% 33.9% 3.2% 0.1% 40.5%40.5%4.3% 8.9% 2.2% 0% 15.4%15.4%3.0% 14.2% 11.3% 0.2% 28.7%28.7%5.7% 8.0% 1.5% 0% 15.3%15.3%-
PHFPHF 0.828 0.844 0.842 0.438 0.8730.873 0.757 0.840 0.836 0.250 0.8340.834 0.629 0.825 0.858 0.357 0.8670.867 0.769 0.822 0.852 0.500 0.8320.832 0.960
LightsLights 157 1633 151 7 19481948 207 416 105 1 729729 142 673 537 9 13611361 273 383 72 2 730730 4768
% Lights% Lights 98.7% 99.5% 97.4% 100% 99.3%99.3%99.0% 96.7% 98.1% 100% 97.6%97.6%97.3% 98.1% 97.8% 90.0% 97.8%97.8%98.6% 98.7% 96.0% 100% 98.4%98.4%98.5%
Articulated TrucksArticulated Trucks 1 3 0 0 44 0 1 0 0 11 2 5 2 0 99 1 1 0 0 22 16
% Articulated Trucks% Articulated Trucks 0.6% 0.2% 0% 0% 0.2%0.2%0% 0.2% 0% 0% 0.1%0.1%1.4% 0.7% 0.4% 0% 0.6%0.6%0.4% 0.3% 0% 0% 0.3%0.3%0.3%
Buses and Single-UnitBuses and Single-Unit
TrucksTrucks 1 5 4 0 1010 2 13 2 0 1717 2 8 10 1 2121 3 4 3 0 1010 58
% Buses and Single-% Buses and Single-
Unit TrucksUnit Trucks 0.6% 0.3% 2.6% 0% 0.5%0.5%1.0% 3.0% 1.9% 0% 2.3%2.3%1.4% 1.2% 1.8% 10.0% 1.5%1.5%1.1% 1.0% 4.0% 0% 1.3%1.3%1.2%
*L: Left, R: Right, T: Thru, U: U-Turn
SSOOUUTTHHLLAAKKEE BBLLVVDD @@ RANDOL_MILL -- TTMMCCThu Mar 23, 2023
Midday Peak (12:30 PM - 1:30 PM) - Overall Peak Hour
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1049337, Location: 32.937605, -97.18582
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg SOUTHLAKE BLVD SOUTHLAKE BLVD DAVIS BLVD DAVIS BLVD
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-03-23 12:30PM 81 197 38 1 317317 36 210 38 9 293293 43 107 41 0 191191 54 90 67 10 221221 10221022
12:45PM 93 169 35 7 304304 38 188 52 9 287287 40 89 37 2 168168 70 101 114 6 291291 10501050
1:00PM 98 262 52 6 418418 51 198 51 16 316316 49 92 41 4 186186 67 83 82 6 238238 11581158
1:15PM 104 280 51 3 438438 26 200 35 8 269269 43 93 39 1 176176 53 89 87 14 243243 11261126
TotalTotal 376 908 176 17 14771477 151 796 176 42 11651165 175 381 158 7 721721 244 363 350 36 993993 43564356
% Approach% Approach 25.5% 61.5% 11.9% 1.2% --13.0% 68.3% 15.1% 3.6% --24.3% 52.8% 21.9% 1.0% --24.6% 36.6% 35.2% 3.6% ---
% Total% Total 8.6% 20.8% 4.0% 0.4% 33.9%33.9%3.5% 18.3% 4.0% 1.0% 26.7%26.7%4.0% 8.7% 3.6% 0.2% 16.6%16.6%5.6% 8.3% 8.0% 0.8% 22.8%22.8%-
PHFPHF 0.904 0.811 0.846 0.607 0.8430.843 0.740 0.948 0.846 0.656 0.9220.922 0.893 0.890 0.963 0.438 0.9440.944 0.871 0.899 0.768 0.643 0.8530.853 0.940
LightsLights 370 895 174 17 14561456 145 774 172 42 11331133 174 376 156 7 713713 238 355 342 36 971971 4273
% Lights% Lights 98.4% 98.6% 98.9% 100% 98.6%98.6%96.0%97.2% 97.7% 100% 97.3%97.3%99.4% 98.7% 98.7% 100% 98.9%98.9%97.5% 97.8% 97.7% 100% 97.8%97.8%98.1%
Articulated TrucksArticulated Trucks 1 4 0 0 55 1 4 1 0 66 0 0 1 0 11 1 3 1 0 55 17
% Articulated Trucks% Articulated Trucks 0.3% 0.4% 0% 0% 0.3%0.3%0.7% 0.5% 0.6% 0% 0.5%0.5%0% 0% 0.6% 0% 0.1%0.1%0.4% 0.8% 0.3% 0% 0.5%0.5%0.4%
Buses and Single-UnitBuses and Single-Unit
TrucksTrucks 5 9 2 0 1616 5 18 3 0 2626 1 5 1 0 77 5 5 7 0 1717 66
% Buses and Single-% Buses and Single-
Unit TrucksUnit Trucks 1.3% 1.0% 1.1% 0% 1.1%1.1%3.3% 2.3% 1.7% 0% 2.2%2.2%0.6% 1.3% 0.6% 0% 1.0%1.0%2.0% 1.4% 2.0% 0% 1.7%1.7%1.5%
*L: Left, R: Right, T: Thru, U: U-Turn
SSOOUUTTHHLLAAKKEE BBLLVVDD @@ RANDOL_MILL -- TTMMCCThu Feb 16, 2023
PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1039820, Location: 32.937605, -97.18582
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg SOUTHLAKE BLVD SOUTHLAKE BLVD DAVIS BLVD DAVIS BLVD
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-02-16 4:30PM 41 220 51 5 317317 119 363 58 0 540540 65 104 83 15 267267 57 207 56 0 320320 14441444
4:45PM 38 236 42 5 321321 105 380 50 0 535535 65 104 81 10 260260 82 194 46 0 322322 14381438
5:00PM 40 224 56 6 326326 128 337 51 0 516516 60 138 90 5 293293 55 237 55 1 348348 14831483
5:15PM 36 235 49 4 324324 134 377 42 0 553553 63 153 107 14 337337 49 218 59 0 326326 15401540
TotalTotal 155 915 198 20 12881288 486 1457 201 0 21442144 253 499 361 44 11571157 243 856 216 1 13161316 59055905
% Approach% Approach 12.0% 71.0% 15.4% 1.6% --22.7% 68.0% 9.4% 0% --21.9% 43.1% 31.2% 3.8% --18.5% 65.0% 16.4% 0.1% ---
% Total% Total 2.6% 15.5% 3.4% 0.3% 21.8%21.8%8.2% 24.7% 3.4% 0% 36.3%36.3%4.3% 8.5% 6.1% 0.7% 19.6%19.6%4.1% 14.5% 3.7% 0% 22.3%22.3%-
PHFPHF 0.945 0.969 0.884 0.833 0.9880.988 0.907 0.959 0.866 - 0.9690.969 0.973 0.815 0.843 0.733 0.8580.858 0.741 0.903 0.915 0.250 0.9450.945 0.959
LightsLights 155 908 197 20 12801280 484 1448 201 0 21332133 250 495 359 44 11481148 243 844 214 1 13021302 5863
% Lights% Lights 100% 99.2% 99.5% 100% 99.4%99.4%99.6% 99.4% 100% 0% 99.5%99.5%98.8% 99.2% 99.4% 100% 99.2%99.2%100% 98.6% 99.1% 100% 98.9%98.9%99.3%
Articulated TrucksArticulated Trucks 0 3 0 0 33 0 3 0 0 33 1 1 0 0 22 0 1 0 0 11 9
% Articulated Trucks% Articulated Trucks 0% 0.3% 0% 0% 0.2%0.2%0% 0.2% 0% 0% 0.1%0.1%0.4% 0.2% 0% 0% 0.2%0.2%0% 0.1% 0% 0% 0.1%0.1%0.2%
Buses and Single-UnitBuses and Single-Unit
TrucksTrucks 0 4 1 0 55 2 6 0 0 88 2 3 2 0 77 0 11 2 0 1313 33
% Buses and Single-Unit% Buses and Single-Unit
TrucksTrucks 0% 0.4% 0.5% 0% 0.4%0.4%0.4% 0.4% 0% 0% 0.4%0.4%0.8% 0.6% 0.6% 0% 0.6%0.6%0% 1.3% 0.9% 0% 1.0%1.0%0.6%
*L: Left, R: Right, T: Thru, U: U-Turn
SOUTHLAKE BLVD @ SECOND DWY FROM W - TMCSOUTHLAKE BLVD @ SECOND DWY FROM W - TMC
Thu Feb 16, 2023
Full Length (6:30 AM-8:30 AM, 4:30 PM-6:30 PM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1039824, Location: 32.938522, -97.184187
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg SOUTHLAKE BLVD SOUTHLAKE BLVD COMMERCIAL DWY COMMERCIAL DWY
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-02-16 6:30AM 0 405 0 0 405405 0 109 1 0 110110 0 0 11 0 1111 0 0 0 0 00 526526
6:45AM 0 519 0 0 519519 0 85 0 0 8585 0 0 11 0 1111 0 0 0 0 00 615615
Hourly Total 0 924 0 0 924924 0 194 1 0 195195 0 0 22 0 2222 0 0 0 0 00 11411141
7:00AM 0 520 0 0 520520 0 124 0 0 124124 0 0 16 0 1616 0 0 1 0 11 661661
7:15AM 0 712 1 0 713713 0 154 0 0 154154 0 0 19 0 1919 0 0 1 0 11 887887
7:30AM 0 653 4 0 657657 0 177 0 0 177177 0 0 27 0 2727 0 0 0 0 00 861861
7:45AM 0 586 5 0 591591 0 204 0 0 204204 0 0 25 0 2525 0 0 1 0 11 821821
Hourly Total 0 2471 10 0 24812481 0 659 0 0 659659 0 0 87 0 8787 0 0 3 0 33 32303230
8:00AM 0 548 3 0 551551 0 224 1 0 225225 0 0 17 0 1717 0 0 0 0 00 793793
8:15AM 0 531 3 0 534534 0 197 0 0 197197 0 0 23 0 2323 0 0 1 0 11 755755
8:30AM 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 00
Hourly Total 0 1079 6 0 10851085 0 421 1 0 422422 0 0 40 0 4040 0 0 1 0 11 15481548
4:30PM 0 344 4 0 348348 0 537 5 0 542542 0 0 16 0 1616 0 0 0 0 00 906906
4:45PM 0 387 4 0 391391 0 539 3 0 542542 0 0 6 0 66 0 0 2 0 22 941941
Hourly Total 0 731 8 0 739739 0 1076 8 0 10841084 0 0 22 0 2222 0 0 2 0 22 18471847
5:00PM 0 360 2 0 362362 0 552 1 0 553553 0 0 12 0 1212 0 0 0 0 00 927927
5:15PM 0 380 3 0 383383 0 506 1 0 507507 0 0 10 0 1010 0 0 0 0 00 900900
5:30PM 0 382 5 0 387387 0 274 4 0 278278 0 0 13 0 1313 0 0 0 0 00 678678
5:45PM 0 382 5 0 387387 0 256 2 0 258258 0 0 5 0 55 0 0 0 0 00 650650
Hourly Total 0 1504 15 0 15191519 0 1588 8 0 15961596 0 0 40 0 4040 0 0 0 0 00 31553155
6:00PM 0 353 5 0 358358 0 298 2 0 300300 0 0 8 0 88 0 0 0 0 00 666666
6:15PM 0 377 4 0 381381 0 280 3 0 283283 0 0 9 0 99 0 0 0 0 00 673673
6:30PM 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 00
Hourly Total 0 730 9 0 739739 0 578 5 0 583583 0 0 17 0 1717 0 0 0 0 00 13391339
TotalTotal 0 7439 48 0 74877487 0 4516 23 0 45394539 0 0 228 0 228228 0 0 6 0 66 1226012260
% Approach% Approach 0% 99.4% 0.6% 0% --0% 99.5% 0.5% 0% --0% 0% 100% 0% --0% 0% 100% 0% ---
% Total% Total 0% 60.7% 0.4% 0% 61.1%61.1%0% 36.8% 0.2% 0% 37.0%37.0%0% 0% 1.9% 0% 1.9%1.9%0% 0% 0% 0% 0%0%-
LightsLights 0 7377 48 0 74257425 0 4459 23 0 44824482 0 0 228 0 228228 0 0 5 0 55 12140
% Lights% Lights 0% 99.2% 100% 0% 99.2%99.2%0% 98.7% 100% 0% 98.7%98.7%0% 0% 100% 0% 100%100%0% 0% 83.3% 0% 83.3%83.3%99.0%
Articulated TrucksArticulated Trucks 0 15 0 0 1515 0 16 0 0 1616 0 0 0 0 00 0 0 0 0 00 31
% Articulated Trucks% Articulated Trucks 0% 0.2% 0% 0% 0.2%0.2%0% 0.4% 0% 0% 0.4%0.4%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0.3%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 47 0 0 4747 0 41 0 0 4141 0 0 0 0 00 0 0 1 0 11 89
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0.6% 0% 0% 0.6%0.6%0% 0.9% 0% 0% 0.9%0.9%0% 0% 0% 0% 0%0%0% 0% 16.7% 0% 16.7%16.7%0.7%
*L: Left, R: Right, T: Thru, U: U-Turn
SOUTHLAKE BLVD @ SECOND DWY FROM W - TMCSOUTHLAKE BLVD @ SECOND DWY FROM W - TMC
Thu Mar 23, 2023
Full Length (11:30 AM-1:30 PM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1049339, Location: 32.938522, -97.184187
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg SOUTHLAKE BLVD SOUTHLAKE BLVD SECOND DWY FROM W COMMERCIAL DWY
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-03-23 11:30AM 0 357 7 0 364364 0 305 1 0 306306 0 0 11 0 1111 0 0 2 0 22 683683
11:45AM 0 338 4 0 342342 0 302 2 0 304304 0 0 13 0 1313 0 0 1 0 11 660660
Hourly Total 0 695 11 0 706706 0 607 3 0 610610 0 0 24 0 2424 0 0 3 0 33 13431343
12:00PM 0 340 3 0 343343 0 369 1 0 370370 0 0 10 0 1010 0 0 7 0 77 730730
12:15PM 0 338 8 0 346346 0 328 1 0 329329 0 0 14 0 1414 0 0 4 0 44 693693
12:30PM 0 321 3 0 324324 0 331 1 0 332332 0 0 10 0 1010 0 0 3 0 33 669669
12:45PM 0 354 7 0 361361 0 302 0 0 302302 0 0 14 0 1414 0 0 1 0 11 678678
Hourly Total 0 1353 21 0 13741374 0 1330 3 0 13331333 0 0 48 0 4848 0 0 15 0 1515 27702770
1:00PM 0 329 4 0 333333 0 402 5 0 407407 0 0 13 0 1313 0 0 2 0 22 755755
1:15PM 0 316 6 0 322322 0 407 2 0 409409 0 0 14 0 1414 0 0 0 0 00 745745
Hourly Total 0 645 10 0 655655 0 809 7 0 816816 0 0 27 0 2727 0 0 2 0 22 15001500
TotalTotal 0 2693 42 0 27352735 0 2746 13 0 27592759 0 0 99 0 9999 0 0 20 0 2020 56135613
% Approach% Approach 0% 98.5% 1.5% 0% --0% 99.5% 0.5% 0% --0% 0% 100% 0% --0% 0% 100% 0% ---
% Total% Total 0% 48.0% 0.7% 0% 48.7%48.7%0% 48.9% 0.2% 0% 49.2%49.2%0% 0% 1.8% 0% 1.8%1.8%0% 0% 0.4% 0% 0.4%0.4%-
LightsLights 0 2635 42 0 26772677 0 2703 11 0 27142714 0 0 99 0 9999 0 0 20 0 2020 5510
% Lights% Lights 0% 97.8% 100% 0% 97.9%97.9%0% 98.4% 84.6% 0% 98.4%98.4%0% 0% 100% 0% 100%100%0% 0% 100% 0% 100%100%98.2%
Articulated TrucksArticulated Trucks 0 13 0 0 1313 0 7 0 0 77 0 0 0 0 00 0 0 0 0 00 20
% Articulated Trucks% Articulated Trucks 0% 0.5% 0% 0% 0.5%0.5%0% 0.3% 0% 0% 0.3%0.3%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0.4%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 45 0 0 4545 0 36 2 0 3838 0 0 0 0 00 0 0 0 0 00 83
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 1.7% 0% 0% 1.6%1.6%0% 1.3% 15.4% 0% 1.4%1.4%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%1.5%
*L: Left, R: Right, T: Thru, U: U-Turn
SOUTHLAKE BLVD @ SECOND DWY FROM W - TMCSOUTHLAKE BLVD @ SECOND DWY FROM W - TMC
Thu Feb 16, 2023
AM Peak (7:15 AM - 8:15 AM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1039824, Location: 32.938522, -97.184187
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg SOUTHLAKE BLVD SOUTHLAKE BLVD COMMERCIAL DWY COMMERCIAL DWY
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-02-16 7:15AM 0 712 1 0 713713 0 154 0 0 154154 0 0 19 0 1919 0 0 1 0 11 887887
7:30AM 0 653 4 0 657657 0 177 0 0 177177 0 0 27 0 2727 0 0 0 0 00 861861
7:45AM 0 586 5 0 591591 0 204 0 0 204204 0 0 25 0 2525 0 0 1 0 11 821821
8:00AM 0 548 3 0 551551 0 224 1 0 225225 0 0 17 0 1717 0 0 0 0 00 793793
TotalTotal 0 2499 13 0 25122512 0 759 1 0 760760 0 0 88 0 8888 0 0 2 0 22 33623362
% Approach% Approach 0% 99.5% 0.5% 0% --0% 99.9% 0.1% 0% --0% 0% 100% 0% --0% 0% 100% 0% ---
% Total% Total 0% 74.3% 0.4% 0% 74.7%74.7%0% 22.6% 0% 0% 22.6%22.6%0% 0% 2.6% 0% 2.6%2.6%0% 0% 0.1% 0% 0.1%0.1%-
PHFPHF - 0.877 0.650 - 0.8810.881 - 0.847 0.250 - 0.8440.844 - - 0.815 - 0.8150.815 - - 0.500 - 0.5000.500 0.948
LightsLights 0 2471 13 0 24842484 0 739 1 0 740740 0 0 88 0 8888 0 0 2 0 22 3314
% Lights% Lights 0% 98.9% 100% 0% 98.9%98.9%0% 97.4% 100% 0% 97.4%97.4%0% 0% 100% 0% 100%100%0% 0% 100% 0% 100%100%98.6%
Articulated TrucksArticulated Trucks 0 7 0 0 77 0 1 0 0 11 0 0 0 0 00 0 0 0 0 00 8
% Articulated Trucks% Articulated Trucks 0% 0.3% 0% 0% 0.3%0.3%0% 0.1% 0% 0% 0.1%0.1%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0.2%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 21 0 0 2121 0 19 0 0 1919 0 0 0 0 00 0 0 0 0 00 40
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0.8% 0% 0% 0.8%0.8%0% 2.5% 0% 0% 2.5%2.5%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%1.2%
*L: Left, R: Right, T: Thru, U: U-Turn
SOUTHLAKE BLVD @ SECOND DWY FROM W - TMCSOUTHLAKE BLVD @ SECOND DWY FROM W - TMC
Thu Mar 23, 2023
Midday Peak (12:30 PM - 1:30 PM) - Overall Peak Hour
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1049339, Location: 32.938522, -97.184187
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg SOUTHLAKE BLVD SOUTHLAKE BLVD SECOND DWY FROM W COMMERCIAL DWY
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-03-23 12:30PM 0 321 3 0 324324 0 331 1 0 332332 0 0 10 0 1010 0 0 3 0 33 669669
12:45PM 0 354 7 0 361361 0 302 0 0 302302 0 0 14 0 1414 0 0 1 0 11 678678
1:00PM 0 329 4 0 333333 0 402 5 0 407407 0 0 13 0 1313 0 0 2 0 22 755755
1:15PM 0 316 6 0 322322 0 407 2 0 409409 0 0 14 0 1414 0 0 0 0 00 745745
TotalTotal 0 1320 20 0 13401340 0 1442 8 0 14501450 0 0 51 0 5151 0 0 6 0 66 28472847
% Approach% Approach 0% 98.5% 1.5% 0% --0% 99.4% 0.6% 0% --0% 0% 100% 0% --0% 0% 100% 0% ---
% Total% Total 0% 46.4% 0.7% 0% 47.1%47.1%0% 50.6% 0.3% 0% 50.9%50.9%0% 0% 1.8% 0% 1.8%1.8%0% 0% 0.2% 0% 0.2%0.2%-
PHFPHF - 0.932 0.714 - 0.9280.928 - 0.886 0.400 - 0.8860.886 - - 0.911 - 0.9110.911 - - 0.500 - 0.5000.500 0.943
LightsLights 0 1292 20 0 13121312 0 1421 6 0 14271427 0 0 51 0 5151 0 0 6 0 66 2796
% Lights% Lights 0% 97.9% 100% 0% 97.9%97.9%0%98.5% 75.0% 0% 98.4%98.4%0% 0% 100% 0% 100%100%0% 0% 100% 0% 100%100%98.2%
Articulated TrucksArticulated Trucks 0 3 0 0 33 0 3 0 0 33 0 0 0 0 00 0 0 0 0 00 6
% Articulated Trucks% Articulated Trucks 0% 0.2% 0% 0% 0.2%0.2%0% 0.2% 0% 0% 0.2%0.2%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0.2%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 25 0 0 2525 0 18 2 0 2020 0 0 0 0 00 0 0 0 0 00 45
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 1.9% 0% 0% 1.9%1.9%0% 1.2% 25.0% 0% 1.4%1.4%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%1.6%
*L: Left, R: Right, T: Thru, U: U-Turn
SOUTHLAKE BLVD @ SECOND DWY FROM W - TMCSOUTHLAKE BLVD @ SECOND DWY FROM W - TMC
Thu Feb 16, 2023
PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1039824, Location: 32.938522, -97.184187
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg SOUTHLAKE BLVD SOUTHLAKE BLVD COMMERCIAL DWY COMMERCIAL DWY
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-02-16 4:30PM 0 344 4 0 348348 0 537 5 0 542542 0 0 16 0 1616 0 0 0 0 00 906906
4:45PM 0 387 4 0 391391 0 539 3 0 542542 0 0 6 0 66 0 0 2 0 22 941941
5:00PM 0 360 2 0 362362 0 552 1 0 553553 0 0 12 0 1212 0 0 0 0 00 927927
5:15PM 0 380 3 0 383383 0 506 1 0 507507 0 0 10 0 1010 0 0 0 0 00 900900
TotalTotal 0 1471 13 0 14841484 0 2134 10 0 21442144 0 0 44 0 4444 0 0 2 0 22 36743674
% Approach% Approach 0% 99.1% 0.9% 0% --0% 99.5% 0.5% 0% --0% 0% 100% 0% --0% 0% 100% 0% ---
% Total% Total 0% 40.0% 0.4% 0% 40.4%40.4%0% 58.1% 0.3% 0% 58.4%58.4%0% 0% 1.2% 0% 1.2%1.2%0% 0% 0.1% 0% 0.1%0.1%-
PHFPHF - 0.950 0.813 - 0.9490.949 - 0.966 0.500 - 0.9690.969 - - 0.688 - 0.6880.688 - - 0.250 - 0.2500.250 0.976
LightsLights 0 1463 13 0 14761476 0 2120 10 0 21302130 0 0 44 0 4444 0 0 2 0 22 3652
% Lights% Lights 0% 99.5% 100% 0% 99.5%99.5%0% 99.3% 100% 0% 99.3%99.3%0% 0% 100% 0% 100%100%0% 0% 100% 0% 100%100%99.4%
Articulated TrucksArticulated Trucks 0 4 0 0 44 0 4 0 0 44 0 0 0 0 00 0 0 0 0 00 8
% Articulated Trucks% Articulated Trucks 0% 0.3% 0% 0% 0.3%0.3%0% 0.2% 0% 0% 0.2%0.2%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0.2%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 4 0 0 44 0 10 0 0 1010 0 0 0 0 00 0 0 0 0 00 14
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0.3% 0% 0% 0.3%0.3%0% 0.5% 0% 0% 0.5%0.5%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0.4%
*L: Left, R: Right, T: Thru, U: U-Turn
RANDOLL_MILL @@ SSEECCOONNDD DDWWYY FFRROOMM NN -- TTMMCCThu Feb 16, 2023
Full Length (6:30 AM-8:30 AM, 4:30 PM-6:30 PM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1039821, Location: 32.936627, -97.185676
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg COMMERCIAL DWY N SECOND DWY DAVIS BLVD DAVIS BLVD
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-02-16 6:30AM 0 0 0 0 00 0 0 2 0 22 0 187 5 0 192192 0 0 0 0 00 194194
6:45AM 0 0 0 0 00 0 0 1 0 11 0 210 7 0 217217 0 0 0 0 00 218218
Hourly Total 0 0 0 0 00 0 0 3 0 33 0 397 12 0 409409 0 0 0 0 00 412412
7:00AM 0 0 0 0 00 0 0 4 0 44 0 247 5 0 252252 0 0 0 0 00 256256
7:15AM 0 0 0 0 00 0 0 3 0 33 0 309 8 0 317317 0 0 0 0 00 320320
7:30AM 0 0 0 0 00 0 0 3 0 33 0 390 7 0 397397 0 0 0 0 00 400400
7:45AM 0 0 0 0 00 0 0 4 0 44 0 339 4 0 343343 0 0 0 0 00 347347
Hourly Total 0 0 0 0 00 0 0 14 0 1414 0 1285 24 0 13091309 0 0 0 0 00 13231323
8:00AM 0 0 0 0 00 0 0 3 0 33 0 311 10 0 321321 0 0 0 0 00 324324
8:15AM 0 0 0 0 00 0 0 6 0 66 0 319 8 0 327327 0 0 0 0 00 333333
Hourly Total 0 0 0 0 00 0 0 9 0 99 0 630 18 0 648648 0 0 0 0 00 657657
4:30PM 0 0 0 0 00 0 0 19 0 1919 0 243 18 0 261261 0 0 0 0 00 280280
4:45PM 0 0 0 0 00 0 0 16 0 1616 0 277 8 0 285285 0 0 0 0 00 301301
Hourly Total 0 0 0 0 00 0 0 35 0 3535 0 520 26 0 546546 0 0 0 0 00 581581
5:00PM 0 0 0 0 00 0 0 19 0 1919 0 277 13 0 290290 0 0 0 0 00 309309
5:15PM 0 0 0 0 00 0 0 22 0 2222 0 311 17 0 328328 0 0 0 0 00 350350
5:30PM 0 0 0 1 11 0 0 27 0 2727 0 275 7 0 282282 0 0 0 0 00 310310
5:45PM 0 0 0 0 00 0 0 18 0 1818 0 251 14 0 265265 0 0 0 0 00 283283
Hourly Total 0 0 0 1 11 0 0 86 0 8686 0 1114 51 0 11651165 0 0 0 0 00 12521252
6:00PM 0 0 0 0 00 0 0 27 0 2727 0 244 10 0 254254 0 0 0 0 00 281281
6:15PM 0 0 0 0 00 0 0 20 0 2020 0 236 8 0 244244 0 0 0 0 00 264264
6:30PM 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 00
Hourly Total 0 0 0 0 00 0 0 47 0 4747 0 480 18 0 498498 0 0 0 0 00 545545
TotalTotal 0 0 0 1 11 0 0 194 0 194194 0 4426 149 0 45754575 0 0 0 0 00 47704770
% Approach% Approach 0% 0% 0% 100% --0% 0% 100% 0% --0% 96.7% 3.3% 0% --0% 0% 0% 0% ---
% Total% Total 0% 0% 0% 0% 0%0%0% 0% 4.1% 0% 4.1%4.1%0% 92.8% 3.1% 0% 95.9%95.9%0% 0% 0% 0% 0%0%-
LightsLights 0 0 0 1 11 0 0 193 0 193193 0 4357 149 0 45064506 0 0 0 0 00 4700
% Lights% Lights 0% 0% 0% 100% 100%100%0% 0% 99.5% 0% 99.5%99.5%0% 98.4% 100% 0% 98.5%98.5%0% 0% 0% 0% --98.5%
Articulated TrucksArticulated Trucks 0 0 0 0 00 0 0 0 0 00 0 13 0 0 1313 0 0 0 0 00 13
% Articulated Trucks% Articulated Trucks 0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0% 0.3% 0% 0% 0.3%0.3%0% 0% 0% 0% --0.3%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 0 00 0 0 1 0 11 0 56 0 0 5656 0 0 0 0 00 57
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0% 0% 0% 0%0%0% 0% 0.5% 0% 0.5%0.5%0% 1.3% 0% 0% 1.2%1.2%0% 0% 0% 0% --1.2%
*L: Left, R: Right, T: Thru, U: U-Turn
RANDOL_MILL @@ SSEECCOONNDD DDWWYY FFRROOMM NN -- TTMMCCThu Mar 23, 2023
Full Length (11:30 AM-1:30 PM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1049338, Location: 32.936627, -97.185676
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg West SECOND DWY FROM N DAVIS BLVD DAVIS BLVD
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-03-23 11:30AM 0 0 0 0 00 0 0 21 0 2121 0 221 10 0 231231 0 198 4 0 202202 454454
11:45AM 0 0 0 0 00 0 0 11 0 1111 0 219 12 0 231231 0 248 8 0 256256 498498
Hourly Total 0 0 0 0 00 0 0 32 0 3232 0 440 22 0 462462 0 446 12 0 458458 952952
12:00PM 0 0 0 0 00 0 0 13 0 1313 0 231 6 0 237237 0 237 6 0 243243 493493
12:15PM 0 0 0 0 00 0 0 20 0 2020 0 232 10 0 242242 0 239 7 0 246246 508508
12:30PM 0 0 0 0 00 0 0 12 0 1212 0 220 2 0 222222 0 224 8 0 232232 466466
12:45PM 0 0 0 0 00 0 0 16 0 1616 0 275 12 0 287287 0 219 5 0 224224 527527
Hourly Total 0 0 0 0 00 0 0 61 0 6161 0 958 30 0 988988 0 919 26 0 945945 19941994
1:00PM 0 0 0 0 00 0 0 18 0 1818 0 214 13 0 227227 0 235 4 0 239239 484484
1:15PM 0 0 0 0 00 0 0 22 0 2222 0 238 12 0 250250 0 246 13 0 259259 531531
1:30PM 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 00
Hourly Total 0 0 0 0 00 0 0 40 0 4040 0 452 25 0 477477 0 481 17 0 498498 10151015
TotalTotal 0 0 0 0 00 0 0 133 0 133133 0 1850 77 0 19271927 0 1846 55 0 19011901 39613961
% Approach% Approach 0% 0% 0% 0% --0% 0% 100% 0% --0% 96.0% 4.0% 0% --0% 97.1% 2.9% 0% ---
% Total% Total 0% 0% 0% 0% 0%0%0% 0% 3.4% 0% 3.4%3.4%0% 46.7% 1.9% 0% 48.6%48.6%0% 46.6% 1.4% 0% 48.0%48.0%-
LightsLights 0 0 0 0 00 0 0 133 0 133133 0 1803 76 0 18791879 0 1817 55 0 18721872 3884
% Lights% Lights 0% 0% 0% 0% --0% 0% 100% 0% 100%100%0% 97.5% 98.7% 0% 97.5%97.5%0% 98.4% 100% 0% 98.5%98.5%98.1%
Articulated TrucksArticulated Trucks 0 0 0 0 00 0 0 0 0 00 0 12 0 0 1212 0 6 0 0 66 18
% Articulated Trucks% Articulated Trucks 0% 0% 0% 0% --0% 0% 0% 0% 0%0%0% 0.6% 0% 0% 0.6%0.6%0% 0.3% 0% 0% 0.3%0.3%0.5%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 0 00 0 0 0 0 00 0 35 1 0 3636 0 23 0 0 2323 59
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0% 0%0% --0% 0% 0% 0% 0%0%0% 1.9% 1.3% 0% 1.9%1.9%0% 1.2% 0% 0% 1.2%1.2%1.5%
*L: Left, R: Right, T: Thru, U: U-Turn
RANDOLL_MILL @@ SSEECCOONNDD DDWWYY FFRROOMM NN -- TTMMCCThu Feb 16, 2023
AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1039821, Location: 32.936627, -97.185676
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg COMMERCIAL DWY N SECOND DWY DAVIS BLVD DAVIS BLVD
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-02-16 7:30AM 0 0 0 0 00 0 0 3 0 33 0 390 7 0 397397 0 0 0 0 00 400400
7:45AM 0 0 0 0 00 0 0 4 0 44 0 339 4 0 343343 0 0 0 0 00 347347
8:00AM 0 0 0 0 00 0 0 3 0 33 0 311 10 0 321321 0 0 0 0 00 324324
8:15AM 0 0 0 0 00 0 0 6 0 66 0 319 8 0 327327 0 0 0 0 00 333333
TotalTotal 0 0 0 0 00 0 0 16 0 1616 0 1359 29 0 13881388 0 0 0 0 00 14041404
% Approach% Approach 0% 0% 0% 0% --0% 0% 100% 0% --0% 97.9% 2.1% 0% --0% 0% 0% 0% ---
% Total% Total 0% 0% 0% 0% 0%0%0% 0% 1.1% 0% 1.1%1.1%0% 96.8% 2.1% 0% 98.9%98.9%0% 0% 0% 0% 0%0%-
PHFPHF - - - - --- - 0.667 - 0.6670.667 - 0.871 0.725 - 0.8740.874 - - - - --0.878
LightsLights 0 0 0 0 00 0 0 15 0 1515 0 1327 29 0 13561356 0 0 0 0 00 1371
% Lights% Lights 0% 0% 0% 0% --0% 0% 93.8% 0% 93.8%93.8%0% 97.6% 100% 0% 97.7%97.7%0% 0% 0% 0% --97.6%
Articulated TrucksArticulated Trucks 0 0 0 0 00 0 0 0 0 00 0 5 0 0 55 0 0 0 0 00 5
% Articulated Trucks% Articulated Trucks 0% 0% 0% 0% --0% 0% 0% 0% 0%0%0% 0.4% 0% 0% 0.4%0.4%0% 0% 0% 0% --0.4%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 0 00 0 0 1 0 11 0 27 0 0 2727 0 0 0 0 00 28
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0% 0% 0% --0% 0% 6.3% 0% 6.3%6.3%0% 2.0% 0% 0% 1.9%1.9%0% 0% 0% 0% --2.0%
*L: Left, R: Right, T: Thru, U: U-Turn
RANDOL_MILL @@ SSEECCOONNDD DDWWYY FFRROOMM NN -- TTMMCCThu Mar 23, 2023
Midday Peak (12:30 PM - 1:30 PM) - Overall Peak Hour
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1049338, Location: 32.936627, -97.185676
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg West SECOND DWY FROM N DAVIS BLVD DAVIS BLVD
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-03-23 12:30PM 0 0 0 0 00 0 0 12 0 1212 0 220 2 0 222222 0 224 8 0 232232 466466
12:45PM 0 0 0 0 00 0 0 16 0 1616 0 275 12 0 287287 0 219 5 0 224224 527527
1:00PM 0 0 0 0 00 0 0 18 0 1818 0 214 13 0 227227 0 235 4 0 239239 484484
1:15PM 0 0 0 0 00 0 0 22 0 2222 0 238 12 0 250250 0 246 13 0 259259 531531
TotalTotal 0 0 0 0 00 0 0 68 0 6868 0 947 39 0 986986 0 924 30 0 954954 20082008
% Approach% Approach 0% 0% 0% 0% --0% 0% 100% 0% --0% 96.0% 4.0% 0% --0% 96.9% 3.1% 0% ---
% Total% Total 0% 0% 0% 0% 0%0%0% 0% 3.4% 0% 3.4%3.4%0% 47.2% 1.9% 0% 49.1%49.1%0% 46.0% 1.5% 0% 47.5%47.5%-
PHFPHF - - - - --- - 0.773 - 0.7730.773 - 0.861 0.750 - 0.8590.859 - 0.939 0.577 - 0.9210.921 0.945
LightsLights 0 0 0 0 00 0 0 68 0 6868 0 928 38 0 966966 0 911 30 0 941941 1975
% Lights% Lights 0% 0% 0% 0% --0%0% 100% 0% 100%100%0% 98.0% 97.4% 0% 98.0%98.0%0% 98.6% 100% 0% 98.6%98.6%98.4%
Articulated TrucksArticulated Trucks 0 0 0 0 00 0 0 0 0 00 0 4 0 0 44 0 2 0 0 22 6
% Articulated Trucks% Articulated Trucks 0% 0% 0% 0% --0% 0% 0% 0% 0%0%0% 0.4% 0% 0% 0.4%0.4%0% 0.2% 0% 0% 0.2%0.2%0.3%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 0 00 0 0 0 0 00 0 15 1 0 1616 0 11 0 0 1111 27
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0% 0% 0% --0% 0% 0% 0% 0%0%0% 1.6% 2.6% 0% 1.6%1.6%0% 1.2% 0% 0% 1.2%1.2%1.3%
*L: Left, R: Right, T: Thru, U: U-Turn
RANDOL_MILL @@ SSEECCOONNDD DDWWYY FFRROOMM NN -- TTMMCCThu Feb 16, 2023
PM Peak (4:45 PM - 5:45 PM)
All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks)
All Movements
ID: 1039821, Location: 32.936627, -97.185676
Provided by: GRAM Traffic NTX Inc.
1120 W. Lovers Lane, Arlington, TX, 76013, US
Leg COMMERCIAL DWY N SECOND DWY DAVIS BLVD DAVIS BLVD
Direction Eastbound Westbound Northbound Southbound
Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt
2023-02-16 4:45PM 0 0 0 0 00 0 0 16 0 1616 0 277 8 0 285285 0 0 0 0 00 301301
5:00PM 0 0 0 0 00 0 0 19 0 1919 0 277 13 0 290290 0 0 0 0 00 309309
5:15PM 0 0 0 0 00 0 0 22 0 2222 0 311 17 0 328328 0 0 0 0 00 350350
5:30PM 0 0 0 1 11 0 0 27 0 2727 0 275 7 0 282282 0 0 0 0 00 310310
TotalTotal 0 0 0 1 11 0 0 84 0 8484 0 1140 45 0 11851185 0 0 0 0 00 12701270
% Approach% Approach 0% 0% 0% 100% --0% 0% 100% 0% --0% 96.2% 3.8% 0% --0% 0% 0% 0% ---
% Total% Total 0% 0% 0% 0.1% 0.1%0.1%0% 0% 6.6% 0% 6.6%6.6%0% 89.8% 3.5% 0% 93.3%93.3%0% 0% 0% 0% 0%0%-
PHFPHF - - - 0.250 0.2500.250 - - 0.778 - 0.7780.778 - 0.916 0.662 - 0.9030.903 - - - - --0.907
LightsLights 0 0 0 1 11 0 0 84 0 8484 0 1131 45 0 11761176 0 0 0 0 00 1261
% Lights% Lights 0% 0% 0% 100% 100%100%0% 0% 100% 0% 100%100%0% 99.2% 100% 0% 99.2%99.2%0% 0% 0% 0% --99.3%
Articulated TrucksArticulated Trucks 0 0 0 0 00 0 0 0 0 00 0 1 0 0 11 0 0 0 0 00 1
% Articulated Trucks% Articulated Trucks 0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0% 0.1% 0% 0% 0.1%0.1%0% 0% 0% 0% --0.1%
Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 0 00 0 0 0 0 00 0 8 0 0 88 0 0 0 0 00 8
% Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0% 0.7% 0% 0% 0.7%0.7%0% 0% 0% 0% --0.6%
*L: Left, R: Right, T: Thru, U: U-Turn
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 67
Appendix D – Distribution Tables & Calculations
for Background 2024 & Buildout 2024 Traffic Conditions
Intersection #: 1
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Start Time PHF
AM 7 159 1,641 155 1 209 430 107 10 146 686 549 2 277 388 75 7:15 AM 0.960
MID 17 376 908 176 42 151 796 176 7 175 381 158 36 244 363 350 12:30 PM 0.940
PM 20 155 915 198 0 486 1,457 201 44 253 499 361 1 243 856 216 4:30 PM 0.959
Heavy Veh %: AM 2% 2% 2% 3% 2% 2% 4% 2% 10% 3% 2% 3% 2% 2% 2% 4%
Heavy Veh %: MID 2% 2% 2% 2% 2% 4% 3% 3% 2% 2% 2% 2% 2% 3% 3% 3%
Heavy Veh %: PM 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Approach Vol AM
Approach Vol MID
Approach Vol PM
Departure Vol AM
Departure Vol MID
Departure Vol PM
Link Total AM
Link Total MID
Link Total PM
2023
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 2024
AM 8 163 1,674 159 2 214 439 110 11 149 700 560 3 283 396 77 2.0%
MID 18 384 927 180 43 155 812 180 8 179 389 162 37 249 371 357 1.02
PM 21 159 934 202 0 496 1,487 206 45 259 509 369 2 248 874 221
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right
AM
MID
PM
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right
Enter Dist.: AM Trips:
Enter Dist.: MID Trips:
Enter Dist.: PM Trips:
Exit Dist.: AM Trips:
Exit Dist.: MID Trips:
Exit Dist.: PM Trips:
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right
AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
MID 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Start Time PHF
AM 8 163 1,674 159 2 214 439 110 11 149 700 560 3 283 396 77 7:15 AM 0.960
MID 18 384 927 180 43 155 812 180 8 179 389 162 37 249 371 357 12:30 PM 0.940
PM 21 159 934 202 0 496 1,487 206 45 259 509 369 2 248 874 221 4:30 PM 0.959
Approach Vol AM
Approach Vol MID
Approach Vol PM
Departure Vol AM
Departure Vol MID
Departure Vol PM
Link Total AM
Link Total MID
Link Total PM 3,304 3,740 2,799 2,221
Estimated Link ADT: 33,040 37,400 27,990 22,210
2,677 3,284 2,200 1,735
2,875 2,571 1,452 2,004
1,366 1,381 714 990
1,988 1,551 1,617 876
673 2,519 780 976
2,004 765 1,420 759
1,509 1,190 738 1,014
Background Traffic Condition
Southlake Blvd (FM 1709) Randol Mill Ave (FM 1938)
EB WB NB SB
1,316 2,189 1,182 1,345
Trip Generation Data
Background Land Use 1
EB WB NB SB
Growth Rate:
Factor:
Background Traffic Reassignment 1
EB WB NB SB
EB WB NB SB
Traffic Count Year:
Background Year:
Growth of Existing Traffic to Background Year
856
658 2,468 762 954
1,477 1,165 721 993
Estimated Link ADT: 32,340 36,630 27,410 21,720
2,620 3,215 2,153 1,696
2,815 2,517 1,418 1,962
3,234 3,663 2,741 2,172
1,946 1,519 1,584
Collected Traffic Count Data
Southlake Blvd (FM 1709) Randol Mill Ave (FM 1938)
EB WB NB SB
1,338 1,352 697 969
1,288 2,144 1,157 1,316
1,962 747 1,391 742
Intersection #:1
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Start Time PHF
AM 8 163 1,674 159 2 214 439 110 11 149 700 560 3 283 396 77 7:15 AM 0.960
MID 18 384 927 180 43 155 812 180 8 179 389 162 37 249 371 357 12:30 PM 0.940
PM 21 159 934 202 0 496 1,487 206 45 259 509 369 2 248 874 221 4:30 PM 0.959
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right
AM
MID
PM
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right
Enter Dist.: AM 30% 20%Trips:27
Enter Dist.: MID 30% 20%Trips:31
Enter Dist.: PM 30% 20%Trips:19
Exit Dist.: AM 20% 30% 20%Trips:27
Exit Dist.: MID 20% 30% 20%Trips:31
Exit Dist.: PM 20% 30% 20%Trips:17
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right
AM 0 0 9 0 0 0 0 0 6 9 6 0 0 6 0 0
MID 0 0 10 0 0 0 0 0 7 10 7 0 0 7 0 0
PM 0 0 6 0 0 0 0 0 4 6 4 0 0 4 0 0
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right
Enter Dist.: AM -30% 20% -20%Trips:28
Enter Dist.: MID -30% 20% -20%Trips:32
Enter Dist.: PM -30% 20% -20%Trips:23
Exit Dist.: AM 20% 30%Trips:26
Exit Dist.: MID 20% 30%Trips:30
Exit Dist.: PM 20% 30%Trips:21
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right
AM 0 0 0 0 0 0 -9 0 6 8 0 0 0 6 -6 0
MID 0 0 0 0 0 0 -10 0 6 9 0 0 0 7 -7 0
PM 0 0 0 0 0 0 -7 0 5 7 0 0 0 5 -5 0
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right
AM 0 0 9 0 0 0 -9 0 12 17 6 0 0 12 -6 0
MID 0 0 10 0 0 0 -10 0 13 19 7 0 0 14 -7 0
PM 0 0 6 0 0 0 -7 0 9 13 4 0 0 9 -5 0
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Start Time PHF
AM 8 163 1,683 159 2 214 430 110 23 166 706 560 3 295 390 77 7:15 AM 0.960
MID 18 384 937 180 43 155 802 180 21 198 396 162 37 263 364 357 12:30 PM 0.940
PM 21 159 940 202 0 496 1,480 206 54 272 513 369 2 257 869 221 4:30 PM 0.959
Approach Vol AM
Approach Vol MID
Approach Vol PM
Departure Vol AM
Departure Vol MID
Departure Vol PM
Link Total AM
Link Total MID
Link Total PM 3,316 3,748 2,829 2,229
Estimated Link ADT: 33,160 37,480 28,290 22,290
2,694 3,296 2,241 1,747
2,894 2,585 1,497 2,018
1,375 1,405 720 997
1,994 1,566 1,621 880
EB WB NB SB
1,322 2,182 1,208 1,349
681 2,540 786 982
2,013 756 1,455 765
1,519 1,180 777 1,021
Total Site Traffic
Southlake Blvd (FM 1709) Randol Mill Ave (FM 1938)
EB WB NB SB
Buildout - Total Traffic Condition
Southlake Blvd (FM 1709) Randol Mill Ave (FM 1938)
Primary Trips Associated with Proposed Development
EB WB NB SB
EB WB NB SB
Trip Generation Data
Trip Generation Data
Pass-By / Diverted Trips Associated with Proposed Development
EB WB NB SB
Continued Total Background Traffic
Southlake Blvd (FM 1709) Randol Mill Ave (FM 1938)
EB WB NB SB
Traffic Reassignment for Driveway Consolidation
Intersection #: 2
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF
AM 2,499 13 747 88 7:15 AM 0.948
MID 1,320 20 1,165 51 12:30 AM 0.943
PM 1,471 13 2,144 44 4:30 PM 0.976
Heavy Veh %: AM 2% 2% 3% 2%
Heavy Veh %: MID 3% 2% 2% 2%
Heavy Veh %: PM 2% 2% 2% 2%
Approach Vol AM
Approach Vol MID
Approach Vol PM
Departure Vol AM
Departure Vol MID
Departure Vol PM
Link Total AM
Link Total MID
Link Total PM
2023
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2024
AM 0 2,549 14 0 762 0 0 0 90 0 0 0 2.0%
MID 0 1,347 21 0 1,189 0 0 0 53 0 0 0 1.02
PM 0 1,501 14 0 2,187 0 0 0 45 0 0 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
AM
MID
PM
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
Enter Dist.:AM Trips:
Enter Dist.:MID Trips:
Enter Dist.:PM Trips:
Exit Dist.:AM Trips:
Exit Dist.:MID Trips:
Exit Dist.:PM Trips:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
AM 0 0 0 0 0 0 0 0 0 0 0 0
MID 0 0 0 0 0 0 0 0 0 0 0 0
PM 0 0 0 0 0 0 0 0 0 0 0 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF
AM 0 2,549 14 0 762 0 0 0 90 0 0 0 7:15 AM 0.948
MID 0 1,347 21 0 1,189 0 0 0 53 0 0 0 12:30 AM 0.943
PM 0 1,501 14 0 2,187 0 0 0 45 0 0 0 4:30 PM 0.976
Approach Vol AM
Approach Vol MID
Approach Vol PM
Departure Vol AM
Departure Vol MID
Departure Vol PM
Link Total AM
Link Total MID
Link Total PM
Collected Traffic Count Data
Southlake Blvd (FM 1709) Access Point 1 (2nd Driveway West)
EB WB NB SB
1,484 2,144 44 0
747 2,587 13 0
2,512 747 88 0
1,340 1,165 51 0
3,259 3,334 101 0
2,505 2,536 71 0
1,165 1,371 20 0
2,144 1,515 13 0
3,628 3,659 57 0
Estimated Link ADT: 36,280 36,590 1,010 0
EB WB NB SB
Traffic Count Year:
Background Year:
Growth of Existing Traffic to Background Year
Growth Rate:
Factor:
Background Traffic Reassignment 1
EB WB NB SB
Background Land Use 1
EB WB NB SB
Trip Generation Data
Background Traffic Condition
Southlake Blvd (FM 1709) Access Point 1 (2nd Driveway West)
EB WB NB SB
1,515 2,187 45 0
762 2,639 14 0
2,563 762 90 0
1,368 1,189 53 0
3,325 3,401 104 0
2,557 2,589 74 0
1,189 1,400 21 0
2,187 1,546 14 0
3,702 3,733 59 0
Estimated Link ADT: 37,020 37,330 1,040 0
Intersection #:2
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF
AM 0 2,549 14 0 762 0 0 0 90 0 0 0 7:15 AM 0.948
MID 0 1,347 21 0 1,189 0 0 0 53 0 0 0 12:30 AM 0.943
PM 0 1,501 14 0 2,187 0 0 0 45 0 0 0 4:30 PM 0.976
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
AM
MID
PM
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
Enter Dist.:AM 50%Trips:27
Enter Dist.:MID 50%Trips:31
Enter Dist.:PM 50%Trips:19
Exit Dist.:AM 30%Trips:27
Exit Dist.:MID 30%Trips:31
Exit Dist.:PM 30%Trips:17
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
AM 0 0 14 0 0 0 0 0 9 0 0 0
MID 0 0 16 0 0 0 0 0 10 0 0 0
PM 0 0 10 0 0 0 0 0 6 0 0 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
Enter Dist.:AM -30%50%-30%Trips:28
Enter Dist.:MID -30%50%-30%Trips:32
Enter Dist.:PM -30%50%-30%Trips:23
Exit Dist.:AM 30%Trips:26
Exit Dist.:MID 30%Trips:30
Exit Dist.:PM 30%Trips:21
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
AM 0 -9 14 0 -9 0 0 0 8 0 0 0
MID 0 -10 16 0 -10 0 0 0 9 0 0 0
PM 0 -7 12 0 -7 0 0 0 7 0 0 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
AM 0 -9 28 0 -9 0 0 0 17 0 0 0
MID 0 -10 32 0 -10 0 0 0 19 0 0 0
PM 0 -7 22 0 -7 0 0 0 13 0 0 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF
AM 0 2,540 42 0 753 0 0 0 107 0 0 0 7:15 AM 0.948
MID 0 1,337 53 0 1,179 0 0 0 72 0 0 0 12:30 AM 0.943
PM 0 1,494 36 0 2,180 0 0 0 58 0 0 0 4:30 PM 0.976
Approach Vol AM
Approach Vol MID
Approach Vol PM
Departure Vol AM
Departure Vol MID
Departure Vol PM
Link Total AM
Link Total MID
Link Total PM
Traffic Reassignment for Driveway Consolidation
EB WB NB SB
Continued Total Background Traffic
Southlake Blvd (FM 1709) Access Point 1 (2nd Driveway West)
EB WB NB SB
Trip Generation Data
Pass-By / Diverted Trips Associated with Proposed Development
EB WB NB SB
Primary Trips Associated with Proposed Development
EB WB NB SB
Buildout - Total Traffic Condition
Southlake Blvd (FM 1709) Access Point 1 (2nd Driveway West)
EB WB NB SB
Trip Generation Data
Total Site Traffic
Southlake Blvd (FM 1709) Access Point 1 (2nd Driveway West)
EB WB NB SB
1,530 2,180 58 0
753 2,647 42 0
2,582 753 107 0
1,390 1,179 72 0
3,335 3,400 149 0
2,569 2,588 125 0
1,179 1,409 53 0
2,180 1,552 36 0
3,710 3,732 94 0
Estimated Link ADT: 37,100 37,320 1,490 0
Intersection #: 3
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF
AM 16 1,359 29 762 7:30 AM 0.878
MID 68 947 39 697 12:30 PM 0.945
PM 84 1,140 45 1,584 4:45 PM 0.907
Heavy Veh %: AM 7% 3% 2% 2%
Heavy Veh %: MID 2% 2% 3% 2%
Heavy Veh %: PM 2% 2% 2% 2%
Approach Vol AM
Approach Vol MID
Approach Vol PM
Departure Vol AM
Departure Vol MID
Departure Vol PM
Link Total AM
Link Total MID
Link Total PM
2023
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2024
AM 0 0 0 0 0 17 0 1,387 30 0 778 0 2.0%
MID 0 0 0 0 0 70 0 966 40 0 711 0 1.02
PM 0 0 0 0 0 86 0 1,163 46 0 1,616 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
AM
MID
PM
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
Enter Dist.:AM Trips:
Enter Dist.:MID Trips:
Enter Dist.:PM Trips:
Exit Dist.:AM Trips:
Exit Dist.:MID Trips:
Exit Dist.:PM Trips:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
AM 0 0 0 0 0 0 0 0 0 0 0 0
MID 0 0 0 0 0 0 0 0 0 0 0 0
PM 0 0 0 0 0 0 0 0 0 0 0 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF
AM 0 0 0 0 0 17 0 1,387 30 0 778 0 7:30 AM 0.878
MID 0 0 0 0 0 70 0 966 40 0 711 0 12:30 PM 0.945
PM 0 0 0 0 0 86 0 1,163 46 0 1,616 0 4:45 PM 0.907
Approach Vol AM
Approach Vol MID
Approach Vol PM
Departure Vol AM
Departure Vol MID
Departure Vol PM
Link Total AM
Link Total MID
Link Total PM
Collected Traffic Count Data
Access Point 2 (2nd Driveway South) Randol Mill Ave (FM 1938)
EB WB NB SB
0 84 1,185 1,584
0 29 762 1,375
0 16 1,388 762
0 68 986 697
0 45 2,150 2,137
0 107 1,683 1,712
0 39 697 1,015
0 45 1,584 1,224
0 129 2,769 2,808
Estimated Link ADT: 0 1,290 27,690 28,080
EB WB NB SB
Traffic Count Year:
Background Year:
Growth of Existing Traffic to Background Year
Growth Rate:
Factor:
Background Traffic Reassignment 1
EB WB NB SB
Background Land Use 1
EB WB NB SB
Trip Generation Data
Background Traffic Condition
Access Point 2 (2nd Driveway South) Randol Mill Ave (FM 1938)
EB WB NB SB
0 86 1,209 1,616
0 30 778 1,404
0 17 1,417 778
0 70 1,006 711
0 47 2,195 2,182
0 110 1,717 1,747
0 40 711 1,036
0 46 1,616 1,249
0 132 2,825 2,865
Estimated Link ADT: 0 1,320 28,250 28,650
Intersection #:3
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF
AM 0 0 0 0 0 17 0 1,387 30 0 778 0 7:30 AM 0.878
MID 0 0 0 0 0 70 0 966 40 0 711 0 12:30 PM 0.945
PM 0 0 0 0 0 86 0 1,163 46 0 1,616 0 4:45 PM 0.907
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
AM
MID
PM
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
Enter Dist.:AM 20%Trips:27
Enter Dist.:MID 20%Trips:31
Enter Dist.:PM 20%Trips:19
Exit Dist.:AM 70%20%Trips:27
Exit Dist.:MID 70%20%Trips:31
Exit Dist.:PM 70%20%Trips:17
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
AM 0 0 0 0 0 19 0 0 6 0 6 0
MID 0 0 0 0 0 22 0 0 7 0 7 0
PM 0 0 0 0 0 12 0 0 4 0 4 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
Enter Dist.:AM -20%20%Trips:28
Enter Dist.:MID -20%20%Trips:32
Enter Dist.:PM -20%20%Trips:23
Exit Dist.:AM 70%Trips:26
Exit Dist.:MID 70%Trips:30
Exit Dist.:PM 70%Trips:21
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
AM 0 0 0 0 0 19 0 -6 6 0 0 0
MID 0 0 0 0 0 21 0 -7 7 0 0 0
PM 0 0 0 0 0 15 0 -5 5 0 0 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
AM 0 0 0 0 0 38 0 -6 12 0 6 0
MID 0 0 0 0 0 43 0 -7 14 0 7 0
PM 0 0 0 0 0 27 0 -5 9 0 4 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF
AM 0 0 0 0 0 55 0 1,381 42 0 784 0 7:30 AM 0.878
MID 0 0 0 0 0 113 0 959 54 0 718 0 12:30 PM 0.945
PM 0 0 0 0 0 113 0 1,158 55 0 1,620 0 4:45 PM 0.907
Approach Vol AM
Approach Vol MID
Approach Vol PM
Departure Vol AM
Departure Vol MID
Departure Vol PM
Link Total AM
Link Total MID
Link Total PM
Traffic Reassignment for Driveway Consolidation
EB WB NB SB
Continued Total Background Traffic
Access Point 2 (2nd Driveway South) Randol Mill Ave (FM 1938)
EB WB NB SB
Trip Generation Data
Pass-By / Diverted Trips Associated with Proposed Development
EB WB NB SB
Primary Trips Associated with Proposed Development
EB WB NB SB
Buildout - Total Traffic Condition
Access Point 2 (2nd Driveway South) Randol Mill Ave (FM 1938)
EB WB NB SB
Trip Generation Data
Total Site Traffic
Access Point 2 (2nd Driveway South) Randol Mill Ave (FM 1938)
EB WB NB SB
0 113 1,213 1,620
0 42 784 1,436
0 55 1,423 784
0 113 1,013 718
0 97 2,207 2,220
0 167 1,731 1,790
0 54 718 1,072
0 55 1,620 1,271
0 168 2,833 2,891
Estimated Link ADT: 0 1,680 28,330 28,910
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 74
Appendix E – Existing Traffic Signal Timing Plans
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 1/17
All Data Report #2
Date/Time: 2023-03-22 11:36:12.746225
Intersection Name: FM1709@ FM1938(04-2022)
Intersection Alias: FM1709/F1938
Access Code Connection Method Revision Port 2 Baud Rate Address IP Address GPS Enabled GPS Port
9999 DatabaseOnly 5.2.2 6-38400 None None False 8
Access Data
Port Configuration
Scoot
Default Data
Spat Data
VEHICLE AND PEDESTRIAN TIMES
Phase Data Bank 1:
Vehicle Basic Timings Misc Timings Pedestrian Timings
Phase MinGreen Passage Max1 Max2 DMAX DSTP/10 Yel/10 Red/10 GreenDelay YellowDelay WalkOffsetTime
WalkOffsetMode
BikeGreen BikePsg Walk PedClr AltWalk AltPedClr
FlashWalk ExtPedClr
ActuatedRest inWalk
1 5 20 25 0 0 0 50 30 0 0 0 0 0 0 0 0 0 0 False 0 False
2 10 20 60 0 0 0 50 30 0 0 0 0 0 0 7 38 0 0 False 0 False
3 5 20 25 0 0 0 50 30 0 0 0 0 0 0 0 0 0 0 False 0 False
4 5 20 40 0 0 0 50 30 0 0 0 0 0 0 7 39 0 0 False 0 False
5 5 20 25 0 0 0 50 30 0 0 0 0 0 0 0 0 0 0 False 0 False
6 10 20 60 0 0 0 50 30 0 0 0 0 0 0 7 39 0 0 False 0 False
7 5 20 25 0 0 0 50 30 0 0 0 0 0 0 0 0 0 0 False 0 False
8 5 20 40 0 0 0 50 30 0 0 0 0 0 0 7 39 0 0 False 0 False
Phase Data Bank 2:
Vehicle Basic Timings Misc Timings Pedestrian Timings
Phase MinGreen Passage Max1 Max2 DMAX DSTP/10 Yel/10 Red/10 GreenDelay YellowDelay WalkOffsetTime
WalkOffsetMode
BikeGreen BikePsg Walk PedClr AltWalk AltPedClr
FlashWalk ExtPedClr
ActuatedRest inWalk
1 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False
2 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False
3 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False
4 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 39 0 0 False 0 False
5 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False
6 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False
7 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False
8 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 38 0 0 False 0 False
Phase Data Bank 3:
Vehicle Basic Timings Misc Timings Pedestrian Timings
Phase MinGreen Passage Max1 Max2 DMAX DSTP/10 Yel/10 Red/10 GreenDelay YellowDelay WalkOffsetTime
WalkOffsetMode
BikeGreen BikePsg Walk PedClr AltWalk AltPedClr
FlashWalk ExtPedClr
ActuatedRest inWalk
1 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False
2 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False
Port Baud Rate Data Bits Parity CTS DCD RTS
2 5 0 0 False False False
3 5 0 0 False False False
Default Data
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 2/17
3 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False
4 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 39 0 0 False 0 False
5 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False
6 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False
7 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False
8 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 38 0 0 False 0 False
Phase Data Bank 4:
Vehicle Basic Timings Misc Timings Pedestrian Timings
Phase MinGreen Passage Max1 Max2 DMAX DSTP/10 Yel/10 Red/10 GreenDelay YellowDelay WalkOffsetTime
WalkOffsetMode
BikeGreen BikePsg Walk PedClr AltWalk AltPedClr
FlashWalk ExtPedClr
ActuatedRest inWalk
1 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False
2 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False
3 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False
4 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 39 0 0 False 0 False
5 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False
6 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False
7 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False
8 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 38 0 0 False 0 False
DENSITY TIMES AND GENERAL/VEHICLE/SEQUENCE CONTROL
Phase Data Bank 1:
Vehicle Density Timings General Control Miscellaneous Special Sequence
Phase AddedInitial MaxInitial TimeB4Redu
CarB4Redu
TimetoRedu
MinGap Non-ActResponse VehRecall RecallDelay PedRecall PedRecallDelay
NonLock DualEntry LastCarPass
ConditService NoSimuGapOut
Omit MinusYel OmitCall
2 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0
4 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0
6 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0
8 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0
Phase Data Bank 2:
Vehicle Density Timings General Control Miscellaneous Special Sequence
Phase AddedInitial MaxInitial TimeB4Redu
CarB4Redu
TimetoRedu
MinGap Non-ActResponse VehRecall RecallDelay PedRecall PedRecallDelay
NonLock DualEntry LastCarPass
ConditService NoSimuGapOut
Omit MinusYel OmitCall
2 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0
4 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0
6 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0
8 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0
Phase Data Bank 3:
Vehicle Density Timings General Control Miscellaneous Special Sequence
Phase AddedInitial MaxInitial TimeB4Redu
CarB4Redu
TimetoRedu
MinGap Non-ActResponse VehRecall RecallDelay PedRecall PedRecallDelay
NonLock DualEntry LastCarPass
ConditService NoSimuGapOut
Omit MinusYel OmitCall
2 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0
4 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0
6 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0
8 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0
Phase Data Bank 4:
Vehicle Density Timings General Control Miscellaneous Special Sequence
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 3/17
Phase AddedInitial MaxInitial TimeB4Redu
CarB4Redu
TimetoRedu
MinGap Non-ActResponse VehRecall RecallDelay PedRecall PedRecallDelay
NonLock DualEntry LastCarPass
ConditService NoSimuGapOut
Omit MinusYel OmitCall
2 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0
4 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0
6 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0
8 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0
Detector Bank: 1
Detector Bank: 2
Detector Bank: 3
Detector Bank: 4
Startup & Misc
Vehicle Detector Pedestrian Detector Special Detector
VehDet AssignPhase Mode SwitchPhase Extend Delay
7 7 0 0 0.0 0
8 8 0 0 0.0 0
9 1 0 0 0.0 0
10 2 0 0 0.0 0
11 3 0 0 0.0 0
12 4 0 0 0.0 0
13 5 0 0 0.0 0
14 6 0 0 0.0 0
15 7 0 0 0.0 0
6 6 0 0 0.0 0
5 5 0 0 0.0 0
4 4 0 0 0.0 0
3 3 0 0 0.0 0
2 2 0 0 0.0 0
1 1 0 0 0.0 0
16 8 0 0 0.0 0
18 2 0 0 0.0 0
20 4 0 0 0.0 0
22 6 0 0 0.0 0
24 8 0 0 0.0 0
26 2 0 0 0.0 0
28 4 0 0 0.0 0
30 6 0 0 0.0 0
32 8 0 0 0.0 0
Vehicle Detector Phase Assignment
PedDet AssignPhase Mode SwitchPhase Extend Delay
1 1 1 0 0.0 0
2 2 1 0 0.0 0
3 3 1 0 0.0 0
4 4 1 0 0.0 0
5 5 1 0 0.0 0
6 6 1 0 0.0 0
7 7 1 0 0.0 0
8 8 1 0 0.0 0
Pedestrian Detector
SpcDet AssignPhase Mode SwitchPhase Extend Delay
Special Detector Phase Assignment
VehDet AssignPhase Mode SwitchPhase Extend Delay
Vehicle Detector Phase Assignment
PedDet AssignPhase Mode SwitchPhase Extend Delay
Pedestrian Detector
SpcDet AssignPhase Mode SwitchPhase Extend Delay
Special Detector Phase Assignment
VehDet AssignPhase Mode SwitchPhase Extend Delay
Vehicle Detector Phase Assignment
PedDet AssignPhase Mode SwitchPhase Extend Delay
Pedestrian Detector
SpcDet AssignPhase Mode SwitchPhase Extend Delay
Special Detector Phase Assignment
VehDet AssignPhase Mode SwitchPhase Extend Delay
Vehicle Detector Phase Assignment
PedDet AssignPhase Mode SwitchPhase Extend Delay
Pedestrian Detector
SpcDet AssignPhase Mode SwitchPhase Extend Delay
Special Detector Phase Assignment
Startup Time 7 Time In Seconds
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 4/17
Remote Flash
Overlap Special
Ring
Output Mapping Configuration
Load Switch Red Mode Yellow Mode Green Mode FIO
25 None None None None None None 25
26 None None None None None None 26
27 None None None None None None 27
28 None None None None None None 28
Startup State All Red
Red Revert 40.0 Time in Tenth Second
Auto Pedestrian Clear 0 0-No 1-Yes
Stop Time Reset 0 0-No 1-Yes
Alternate Sequence 1 00-18 Alt Sequence ##
Special Sequence 0
LoadSwitch Flash Alt
1 Red 0
2 Red 1
3 Red 0
4 Red 1
5 Red 0
6 Red 1
7 Red 1
8 Red 1
13 Red 1
14 Red 1
15 Red 1
16 Red 1
Remote Flash
Phase Entry Exit
2 True True
6 True True
Flash Entry/Exit Phases
Standard FYA
Overlap Parents Trail Grn/ 10 Trail Yel/ 10 Trail Red/ 10 Trail GrnPreempt +GrnPhases -G/YPhases -PedPhases
A 2 0 45 30 0 None None None
B 4 0 45 30 0 None None None
C 6 0 45 30 0 None None None
D 8 0 45 30 0 None None None
Standard
Default Data
FYA
PED PRI
Default Data
PED
Default Data
PRI
Phase Ring Next Phase Concur Phases
1 1 2 1, 6
2 1 3 2, 5, 6
3 1 4 3, 7, 8
4 1 1 4, 7, 8
5 2 6 2, 5
6 2 7 1, 2, 6
7 2 8 3, 4, 7
8 2 5 3, 4, 8
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 5/17
29 None None None None None None 29
24 None None None None None None 24
23 None None None None None None 23
22 None None None None None None 22
21 None None None None None None 21
20 Phase Pedestrian 7 Dont Walk Phase Pedestrian 7 Ped Clear Phase Pedestrian 7 Walk 20
19 Phase Pedestrian 5 Dont Walk Phase Pedestrian 5 Ped Clear Phase Pedestrian 5 Walk 19
18 Phase Pedestrian 3 Dont Walk Phase Pedestrian 3 Ped Clear Phase Pedestrian 3 Walk 18
17 Phase Pedestrian 1 Dont Walk Phase Pedestrian 1 Ped Clear Phase Pedestrian 1 Walk 17
16 Overlap D Red Overlap D Yellow Overlap D Green 16
15 Overlap C Red Overlap C Yellow Overlap C Green 15
14 Overlap B Red Overlap B Yellow Overlap B Green 14
13 Overlap A Red Overlap A Yellow Overlap A Green 13
12 Phase Pedestrian 8 Dont Walk Phase Pedestrian 8 Ped Clear Phase Pedestrian 8 Walk 12
11 Phase Pedestrian 6 Dont Walk Phase Pedestrian 6 Ped Clear Phase Pedestrian 6 Walk 11
10 Phase Pedestrian 4 Dont Walk Phase Pedestrian 4 Ped Clear Phase Pedestrian 4 Walk 10
9 Phase Pedestrian 2 Dont Walk Phase Pedestrian 2 Ped Clear Phase Pedestrian 2 Walk 9
8 Phase Vehicle 8 Red Phase Vehicle 8 Yellow Phase Vehicle 8 Green 8
7 Phase Vehicle 7 Red Phase Vehicle 7 Yellow Phase Vehicle 7 Green 7
6 Phase Vehicle 6 Red Phase Vehicle 6 Yellow Phase Vehicle 6 Green 6
5 Phase Vehicle 5 Red Phase Vehicle 5 Yellow Phase Vehicle 5 Green 5
4 Phase Vehicle 4 Red Phase Vehicle 4 Yellow Phase Vehicle 4 Green 4
3 Phase Vehicle 3 Red Phase Vehicle 3 Yellow Phase Vehicle 3 Green 3
2 Phase Vehicle 2 Red Phase Vehicle 2 Yellow Phase Vehicle 2 Green 2
1 Phase Vehicle 1 Red Phase Vehicle 1 Yellow Phase Vehicle 1 Green 1
30 None None None None None None 30
31 None None None None None None 31
32 None None None None None None 32
Sequence Data
Sequence 1
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0
2 6 7 8 5 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 1
Sequence 2
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 2 1 3 4 0 0 0 0 0 0 0 0 0 0 0 0
2 5 6 8 7 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 2
Sequence 3
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 6/17
1 1 2 4 3 0 0 0 0 0 0 0 0 0 0 0 0
2 6 5 7 8 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 3
Sequence 4
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0
2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 4
Sequence 5
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0
2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 5
Sequence 6
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 2 1 3 4 0 0 0 0 0 0 0 0 0 0 0 0
2 7 8 5 6 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 6
Sequence 7
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0
2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 7
Sequence 8
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 2 1 4 3 0 0 0 0 0 0 0 0 0 0 0 0
2 7 8 5 6 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 8
Sequence 9
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 7/17
Ring
1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0
2 8 7 6 5 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 9
Sequence 10
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0
2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 10
Sequence 11
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 1 2 4 3 0 0 0 0 0 0 0 0 0 0 0 0
2 8 7 6 5 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 11
Sequence 12
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0
2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 12
Sequence 13
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0
2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 13
Sequence 14
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 2 1 3 4 0 0 0 0 0 0 0 0 0 0 0 0
2 8 7 5 6 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 14
Sequence 15
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 8/17
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0
2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 15
Sequence 16
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Ring
1 2 1 4 3 0 0 0 0 0 0 0 0 0 0 0 0
2 8 7 5 6 0 0 0 0 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sequence 16
Port 1 and ITS Data
Address Device Present Basic Detection Msg 40 Frame Enables
0 True False False
1 True False False
8 True False False
9 True False False
16 True False False
18 True False False
I/O Misc
ABC Input(Entry) Modes ABC Output(O/STS) Modes D Input(Entry) Modes D Output (O/STS) Modes Aux Switch
0 0 1 0 0
Ring Input Response Output Selection
1 1 1
2 2 2
3 0 0
4 0 0
Peer to Peer
Unit Bank: 1
Default Data
Unit Bank: 2
Default Data
Unit Bank: 3
Default Data
Unit Bank: 4
Default Data
Coord Data
Operation Mode Max Correction Offset Force Max Dwell Yield Period Manual Pattern
Auto Perm Yield Inhibit Short Way Beg Green Plan 0 0 1
Coord Setup
Pattern Data 1
Pattern Cycle Length Coord Mode Max Mode Corr Mode Coord Offset Force Mode Spec Func Time Offset Sequence R2 Lag R3 Lag R4 Lag
1 130 0 0 0 0 0 0 52 2 0 0 0
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 9/17
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Time 21 53 21 35 19 55 20 36 0 0 0 0 0 0 0 0
Mode None None None None None None None None None None None None None None None None
Coord False True False False False True False False False False False False False False False False
DCP False False False False False False False False False False False False False False False False
P.RED.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
P.EXT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Pattern Data 4
Pattern Cycle Length Coord Mode Max Mode Corr Mode Coord Offset Force Mode Spec Func Time Offset Sequence R2 Lag R3 Lag R4 Lag
4 120 0 0 0 0 0 0 79 3 0 0 0
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Time 24 53 21 22 23 54 17 26 0 0 0 0 0 0 0 0
Mode None None None None None None None None None None None None None None None None
Coord False True False False False True False False False False False False False False False False
DCP False False False False False False False False False False False False False False False False
P.RED.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
P.EXT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Pattern Data 7
Pattern Cycle Length Coord Mode Max Mode Corr Mode Coord Offset Force Mode Spec Func Time Offset Sequence R2 Lag R3 Lag R4 Lag
7 150 0 0 0 0 0 0 48 3 0 0 0
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Time 35 54 23 38 23 66 20 41 0 0 0 0 0 0 0 0
Mode None None None None None None None None None None None None None None None None
Coord False True False False False True False False False False False False False False False False
DCP False False False False False False False False False False False False False False False False
P.RED.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
P.EXT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Pattern Data 10
Pattern Cycle Length Coord Mode Max Mode Corr Mode Coord Offset Force Mode Spec Func Time Offset Sequence R2 Lag R3 Lag R4 Lag
10 140 0 0 0 0 0 0 121 3 0 0 0
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Time 31 55 25 29 19 67 21 33 0 0 0 0 0 0 0 0
Mode None None None None None None None None None None None None None None None None
Coord False True False False False True False False False False False False False False False False
DCP False False False False False False False False False False False False False False False False
P.RED.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
P.EXT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Time Based Control Data
DST
Cycle Zero: 1 day, 0:00 DST Type: 0 TimeZoneDiff: 0
EntryNumber BeginMonth BeginOccurrences Begin DayOf Week Begin Day OfMonth Begin Seconds ToTransition EndMonth EndOccurrences End Day OfWeek End Day OfMonth End Seconds ToTransition Seconds ToAdjust
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 10/17
1 3 2 1 1 7200 11 1 1 1 7200 3600
2 14 1 1 1 0 1 1 1 1 0 0
DST
Schedules
Month Day of Month Day of Week
Schedule Plan 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7
1 1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
2 2 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
Schedules
Day Plans
Day Plan 1
Event Hour Minute Action
1 8 0 10
2 20 0 254
Day Plan 1
Day Plan 2
Event Hour Minute Action
1 6 0 1
2 10 0 4
3 15 15 7
4 19 0 254
Day Plan 2
Day Plan 3
Event Hour Minute Action
1 6 0 1
2 8 45 4
3 15 15 7
4 19 0 4
5 20 0 19
6 22 0 254
Day Plan 3
Day Plan 4
Event Hour Minute Action
1 6 0 1
2 8 45 4
3 15 15 7
4 19 0 4
5 20 0 19
6 22 0 254
Day Plan 4
Day Plan 5
Event Hour Minute Action
1 6 0 1
2 8 45 4
3 15 15 7
4 19 0 4
5 20 0 19
6 22 0 254
Day Plan 5
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 11/17
Actions
Action Pattern Aux1 Aux2 Aux3 SP1 SP2 SP3 SP4 SP5 SP6 SP7 SP8 DIM Det1 Det2 Det3 Ph1 Ph2 Ph3 Ph4 Ph5 Ph6 Ph7 Ph8 Ph9 Ph10 Ph11 Ph12 Ph13 Ph14 Ph15 Ph16
1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
13 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
19 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
22 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
25 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
37 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
254 254 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Actions
Dimming
Default Data
Preempt Configuration
Preempt Overrides
Preempt Overrides 1 2 3 4 5 6 7 8 9 10 11 12
OV Flash 0 0 0 0 0 0 0 0 0 0 0 0
OV PE+1 0 0 0 0 0 0 0 0 0 0 0 0
OV PRI 0 0 0 0 0 0 0 0 0 0 0 0
Preempt Overrides
Day Plan 6
Event Hour Minute Action
1 6 0 1
2 8 45 4
3 15 15 7
4 19 0 4
5 20 0 19
6 22 0 254
Day Plan 6
Day Plan 7
Event Hour Minute Action
1 7 0 19
2 9 0 10
3 20 0 19
4 22 0 254
Day Plan 7
Special Function Maps
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
SPC 1-8 AsPHS Func 1-8 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0
Special Function Maps
Phase Functions
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Phase 1Overlap Omit 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Phase 2Overlap Omit 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Phase 3Overlap Omit 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0
Phase 4Overlap Omit 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Phase Functions
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 12/17
Preempt 1 Data
Miscellaneous
DET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE R2C
248 0 120 0 0 0 0 0 0 0 0 0
Miscellaneous
Interval Timings
MINGRN MINWLK DWLGRN EXTPED SEL PEDCLR SELYEL/10 SELRED/10 TRKGRN TRK PEDCLR TRKYEL/10 TRKRED/10 RET PEDCLR RETYEL/10 RETRED/10
0 0 5 0 7 40 20 5 0 40 20 0 40 20
Interval Timings
Preempt 2 Data
Miscellaneous
DET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE R2C
249 0 120 0 0 0 0 0 0 0 0 0
Miscellaneous
Interval Timings
MINGRN MINWLK DWLGRN EXTPED SEL PEDCLR SELYEL/10 SELRED/10 TRKGRN TRK PEDCLR TRKYEL/10 TRKRED/10 RET PEDCLR RETYEL/10 RETRED/10
0 0 5 0 7 40 20 5 0 40 20 0 40 20
Interval Timings
Exit/Calls
Default Data
Exit/Calls
Vehicle Data
Phase Track Green DWELL Cycle
3 1 1 0
8 1 1 0
Vehicle Data
Pedestrian Data
Phase Track Green DWELL Cycle
1 0 0 0
3 0 0 0
5 0 0 0
7 0 0 0
9 0 0 0
10 0 0 0
11 0 0 0
12 0 0 0
13 0 0 0
14 0 0 0
15 0 0 0
16 0 0 0
Pedestrian Data
Overlap Data
Phase TrackGreen DWELL Cycle Trail
1 0 0 0 0
2 0 0 0 0
3 0 0 0 0
4 1 1 0 0
5 0 0 0 0
6 0 0 0 0
7 0 0 0 0
8 0 0 0 0
9 0 0 0 0
10 0 0 0 0
11 0 0 0 0
12 0 0 0 0
13 0 0 0 0
14 0 0 0 0
15 0 0 0 0
16 0 0 0 0
Overlap Data
Exit/Calls
Default Data
Exit/Calls
Vehicle Data
Phase Track Green DWELL Cycle
4 1 1 0
7 1 1 0
Vehicle Data
Pedestrian Data
Phase Track Green DWELL Cycle
1 0 0 0
3 0 0 0
5 0 0 0
7 0 0 0
9 0 0 0
10 0 0 0
11 0 0 0
Overlap Data
Phase TrackGreen DWELL Cycle Trail
1 0 0 0 0
2 1 1 0 0
3 0 0 0 0
4 0 0 0 0
5 0 0 0 0
6 0 0 0 0
7 0 0 0 0
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 13/17
Preempt 3 Data
Miscellaneous
DET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE R2C
250 0 120 0 0 0 0 0 0 0 0 0
Miscellaneous
Interval Timings
MINGRN MINWLK DWLGRN EXTPED SEL PEDCLR SELYEL/10 SELRED/10 TRKGRN TRK PEDCLR TRKYEL/10 TRKRED/10 RET PEDCLR RETYEL/10 RETRED/10
0 0 5 0 7 40 20 5 0 40 20 0 40 20
Interval Timings
Preempt 4 Data
Miscellaneous
DET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE R2C
251 0 120 0 0 0 0 0 0 0 0 0
Miscellaneous
Interval Timings
MINGRN MINWLK DWLGRN EXTPED SEL PEDCLR SELYEL/10 SELRED/10 TRKGRN TRK PEDCLR TRKYEL/10 TRKRED/10 RET PEDCLR RETYEL/10 RETRED/10
0 0 5 0 7 40 20 5 0 40 20 0 40 20
12 0 0 0
13 0 0 0
14 0 0 0
15 0 0 0
16 0 0 0
Pedestrian Data
8 0 0 0 0
9 0 0 0 0
10 0 0 0 0
11 0 0 0 0
12 0 0 0 0
13 0 0 0 0
14 0 0 0 0
15 0 0 0 0
16 0 0 0 0
Overlap Data
Exit/Calls
Default Data
Exit/Calls
Vehicle Data
Phase Track Green DWELL Cycle
2 1 1 0
5 1 1 0
Vehicle Data
Pedestrian Data
Phase Track Green DWELL Cycle
1 0 0 0
3 0 0 0
5 0 0 0
7 0 0 0
9 0 0 0
10 0 0 0
11 0 0 0
12 0 0 0
13 0 0 0
14 0 0 0
15 0 0 0
16 0 0 0
Pedestrian Data
Overlap Data
Phase TrackGreen DWELL Cycle Trail
1 1 1 0 0
2 0 0 0 0
3 0 0 0 0
4 0 0 0 0
5 0 0 0 0
6 0 0 0 0
7 0 0 0 0
8 0 0 0 0
9 0 0 0 0
10 0 0 0 0
11 0 0 0 0
12 0 0 0 0
13 0 0 0 0
14 0 0 0 0
15 0 0 0 0
16 0 0 0 0
Overlap Data
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 14/17
Interval Timings
Preempt 5 Data
Miscellaneous
DET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE R2C
252 0 0 0 0 0 0 0 0 0 0 0
Miscellaneous
Interval Timings
MINGRN MINWLK DWLGRN EXTPED SEL PEDCLR SELYEL/10 SELRED/10 TRKGRN TRK PEDCLR TRKYEL/10 TRKRED/10 RET PEDCLR RETYEL/10 RETRED/10
0 0 0 0 0 40 20 0 0 40 20 0 40 20
Interval Timings
Exit/Calls
Default Data
Exit/Calls
Vehicle Data
Phase Track Green DWELL Cycle
1 1 1 0
6 1 1 0
Vehicle Data
Pedestrian Data
Phase Track Green DWELL Cycle
1 0 0 0
3 0 0 0
5 0 0 0
7 0 0 0
9 0 0 0
10 0 0 0
11 0 0 0
12 0 0 0
13 0 0 0
14 0 0 0
15 0 0 0
16 0 0 0
Pedestrian Data
Overlap Data
Phase TrackGreen DWELL Cycle Trail
1 0 0 0 0
2 0 0 0 0
3 1 1 0 0
4 0 0 0 0
5 0 0 0 0
6 0 0 0 0
7 0 0 0 0
8 0 0 0 0
9 0 0 0 0
10 0 0 0 0
11 0 0 0 0
12 0 0 0 0
13 0 0 0 0
14 0 0 0 0
15 0 0 0 0
16 0 0 0 0
Overlap Data
Exit/Calls
Default Data
Exit/Calls
Vehicle Data
Default Data
Vehicle Data
Pedestrian Data
Phase Track Green DWELL Cycle
1 0 0 0
3 0 0 0
5 0 0 0
7 0 0 0
9 0 0 0
10 0 0 0
11 0 0 0
12 0 0 0
13 0 0 0
14 0 0 0
15 0 0 0
16 0 0 0
Pedestrian Data
Overlap Data
Phase TrackGreen DWELL Cycle Trail
1 0 0 0 0
2 0 0 0 0
3 0 0 0 0
4 0 0 0 0
5 0 0 0 0
6 0 0 0 0
7 0 0 0 0
8 0 0 0 0
9 0 0 0 0
10 0 0 0 0
11 0 0 0 0
12 0 0 0 0
13 0 0 0 0
14 0 0 0 0
15 0 0 0 0
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 15/17
Preempt 6 Data
Miscellaneous
DET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE R2C
253 0 0 0 0 0 0 0 0 0 0 0
Miscellaneous
Interval Timings
MINGRN MINWLK DWLGRN EXTPED SEL PEDCLR SELYEL/10 SELRED/10 TRKGRN TRK PEDCLR TRKYEL/10 TRKRED/10 RET PEDCLR RETYEL/10 RETRED/10
0 0 0 0 0 40 20 0 0 40 20 0 40 20
Interval Timings
Preempt 7 Data
Default Data
Preempt 8 Data
Default Data
Preempt 9 Data
Default Data
Preempt 10 Data
Default Data
Preempt 11 Data
Default Data
Preempt 12 Data
Default Data
Priority
Priority 1
Deafult Data
Priority 2
Deafult Data
Priority 3
Deafult Data
Priority 4
16 0 0 0 0
Overlap Data
Exit/Calls
Default Data
Exit/Calls
Vehicle Data
Default Data
Vehicle Data
Pedestrian Data
Phase Track Green DWELL Cycle
1 0 0 0
3 0 0 0
5 0 0 0
7 0 0 0
9 0 0 0
10 0 0 0
11 0 0 0
12 0 0 0
13 0 0 0
14 0 0 0
15 0 0 0
16 0 0 0
Pedestrian Data
Overlap Data
Phase TrackGreen DWELL Cycle Trail
1 0 0 0 0
2 0 0 0 0
3 0 0 0 0
4 0 0 0 0
5 0 0 0 0
6 0 0 0 0
7 0 0 0 0
8 0 0 0 0
9 0 0 0 0
10 0 0 0 0
11 0 0 0 0
12 0 0 0 0
13 0 0 0 0
14 0 0 0 0
15 0 0 0 0
16 0 0 0 0
Overlap Data
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 16/17
Deafult DataPriority 5
Deafult Data
Priority 6
Deafult Data
Priority 7
Deafult Data
Priority 8
Deafult Data
Priority 9
Deafult Data
Priority 10
Deafult Data
Priority 11
Deafult Data
Priority 12
Deafult Data
System/Detector Communications
Local Address: None Revert to Backup: 900.0 IP Address: None
System Detector Data
Bank 1:
Default Data
Bank 2:
Default Data
Bank 3:
Default Data
Bank 4:
Default Data
Queue Assignments
Bank 1:
Default Data
Bank 2:
Default Data
Bank 3:
Default Data
Bank 4:
Default Data
Queue Select
Bank 1:
Default Data
Bank 2:
Default Data
Bank 3:
Default Data
Bank 4:
Default Data
System/Detector Data - Detector Diagnostics
System Data - Speed
Measurement: 0
Vehicle Detector Diagnostics Value: 0
Default Data
Vehicle Detector Diagnostics Value: 0
Vehicle Detector Diagnostics Value: 1
Default Data
Vehicle Detector Diagnostics Value: 1
Pedestrian Detector Value: 0
Default Data
Pedestrian Detector Value: 0
Pedestrian Detector Value: 1
Default Data
Pedestrian Detector Value: 1
Special Detector Diagnostics Value: 0
Default Data
Special Detector Diagnostics Value: 0
Special Detector Diagnostics Value: 1
Default Data
Special Detector Diagnostics Value: 1
3/22/23, 11:37 AM F1938_20230322_1136.html
file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 17/17
System Data - Speed Ranges/Pattern
Speed Trap 1
Default Data
Speed Trap 1
Speed Trap 2
Default Data
Speed Trap 2
Pattern Speed Trap Low Threshold Speed Trap High Threshold
Default Data
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 92
Appendix F – Synchro Outputs
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03A - Existing 2023 AM Peak
Synchro 11 Report
Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 7 159 1641 155 1 209 430 107 10 146 686 549
Future Volume (vph) 7 159 1641 155 1 209 430 107 10 146 686 549
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles (%) 2% 2% 2% 3% 2% 2% 4% 2% 10% 3% 2% 3%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 173 1870 0 0 219 559 0 0 162 1287 0
Turn Type Prot Prot NA Prot Prot NA Prot Prot NA
Protected Phases 5 5 2 1 1 6 3 3 8
Permitted Phases
Detector Phase 5 5 2 1 1 6 3 3 8
Switch Phase
Minimum Initial (s) 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 53.0 13.0 13.0 54.0 13.0 13.0 54.0
Total Split (s) 19.0 19.0 53.0 21.0 21.0 55.0 21.0 21.0 36.0
Total Split (%) 14.6% 14.6% 40.8% 16.2% 16.2% 42.3% 16.2% 16.2% 27.7%
Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0
Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None C-Max None None C-Max None None None
Act Effct Green (s) 10.4 45.0 13.0 47.6 11.2 28.0
Actuated g/C Ratio 0.08 0.35 0.10 0.37 0.09 0.22
v/c Ratio 0.63 1.07 0.64 0.31 0.56 1.28dr
Control Delay 68.5 84.3 65.4 27.3 64.4 115.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 68.5 84.3 65.4 27.3 64.4 115.1
LOS EF EC EF
Approach Delay 82.9 38.0 109.5
Approach LOS F D F
Queue Length 50th (ft) 73 ~638 92 111 68 ~428
Queue Length 95th (ft) 112 #735 136 144 105 #527
Internal Link Dist (ft) 657 536 265
Turn Bay Length (ft) 410 430 340
Base Capacity (vph) 290 1744 343 1809 338 1128
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.60 1.07 0.64 0.31 0.48 1.14
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 52 (40%), Referenced to phase 2:EBT and 6:WBT, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.14
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03A - Existing 2023 AM Peak
Synchro 11 Report
Lane Group SBU SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 2 277 388 75
Future Volume (vph) 2 277 388 75
Peak Hour Factor 0.96 0.96 0.96 0.96
Heavy Vehicles (%) 2% 2% 2% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 291 482 0
Turn Type Prot Prot NA
Protected Phases 7 7 4
Permitted Phases
Detector Phase 7 7 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 54.0
Total Split (s) 20.0 20.0 35.0
Total Split (%) 15.4% 15.4% 26.9%
Yellow Time (s) 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 8.0 8.0
Lead/Lag Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None
Act Effct Green (s) 12.0 28.8
Actuated g/C Ratio 0.09 0.22
v/c Ratio 0.92 0.43
Control Delay 92.4 42.6
Queue Delay 0.0 0.0
Total Delay 92.4 42.6
LOS F D
Approach Delay 61.3
Approach LOS E
Queue Length 50th (ft) 127 121
Queue Length 95th (ft) #213 161
Internal Link Dist (ft) 603
Turn Bay Length (ft) 300
Base Capacity (vph) 316 1119
Starvation Cap Reductn 0 0
Spillback Cap Reductn 0 0
Storage Cap Reductn 0 0
Reduced v/c Ratio 0.92 0.43
Intersection Summary
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03A - Existing 2023 AM Peak
Synchro 11 Report
Intersection Signal Delay: 80.3 Intersection LOS: F
Intersection Capacity Utilization 101.3% 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.
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)
HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn
2: AP 1 & FM 1709 (Southlake Blvd)03A - Existing 2023 AM Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 2.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 2499 13 0 747 0 88
Future Vol, veh/h 2499 13 0 747 0 88
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 2 22322
Mvmt Flow 2659 14 0 795 0 94
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 1337
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.14
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.92
Pot Cap-1 Maneuver - - 0 - 0 123
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----123
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 94.2
HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 123 - - -
HCM Lane V/C Ratio 0.761 - - -
HCM Control Delay (s) 94.2 - - -
HCM Lane LOS F - - -
HCM 95th %tile Q(veh) 4.4 - - -
HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn
3: FM 1939 (Randol Mill) & AP 2 03A - Existing 2023 AM Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 16 1359 29 0 762
Future Vol, veh/h 0 16 1359 29 0 762
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 2 73222
Mvmt Flow 0 18 1562 33 0 876
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 798 0 0 - -
Stage 1 ------
Stage 2 ------
Critical Hdwy - 7.24 ----
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.97 ----
Pot Cap-1 Maneuver 0 274 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 274 ----
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach WB NB SB
HCM Control Delay, s 19.1 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 274 -
HCM Lane V/C Ratio - - 0.067 -
HCM Control Delay (s) - - 19.1 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0.2 -
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03B - Existing 2023 MID Peak
Synchro 11 Report
Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 17 376 908 176 42 151 796 176 7 175 381 158
Future Volume (vph) 17 376 908 176 42 151 796 176 7 175 381 158
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 2% 2% 2% 2% 4% 3% 3% 2% 2% 2% 2% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 418 1153 0 0 206 1034 0 0 193 573 0
Turn Type Prot Prot NA Prot Prot NA Prot Prot NA
Protected Phases 5 5 2 1 1 6 3 3 8
Permitted Phases
Detector Phase 5 5 2 1 1 6 3 3 8
Switch Phase
Minimum Initial (s) 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 53.0 13.0 13.0 54.0 13.0 13.0 54.0
Total Split (s) 23.0 23.0 53.0 24.0 24.0 54.0 21.0 21.0 26.0
Total Split (%) 19.2% 19.2% 44.2% 20.0% 20.0% 45.0% 17.5% 17.5% 21.7%
Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None C-Max None None C-Max None None None
Act Effct Green (s) 15.0 49.7 12.6 47.3 11.7 16.7
Actuated g/C Ratio 0.12 0.41 0.10 0.39 0.10 0.14
v/c Ratio 0.97 0.56 0.58 0.53 0.58 0.77
Control Delay 90.0 27.6 57.5 27.8 58.6 51.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 90.0 27.6 57.5 27.8 58.6 51.0
LOS FC EC ED
Approach Delay 44.2 32.8 52.9
Approach LOS D C D
Queue Length 50th (ft) 168 241 79 215 74 136
Queue Length 95th (ft) #272 303 116 260 112 180
Internal Link Dist (ft) 657 536 265
Turn Bay Length (ft) 410 430 340
Base Capacity (vph) 429 2076 452 1961 371 791
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.97 0.56 0.46 0.53 0.52 0.72
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 79 (66%), Referenced to phase 2:EBT and 6:WBT, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.17
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03B - Existing 2023 MID Peak
Synchro 11 Report
Lane Group SBU SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 36 244 363 350
Future Volume (vph) 36 244 363 350
Peak Hour Factor 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 2% 3% 3% 3%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 298 758 0
Turn Type Prot Prot NA
Protected Phases 7 7 4
Permitted Phases
Detector Phase 7 7 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 54.0
Total Split (s) 17.0 17.0 22.0
Total Split (%) 14.2% 14.2% 18.3%
Yellow Time (s) 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 8.0 8.0
Lead/Lag Lead Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None
Act Effct Green (s) 9.0 14.0
Actuated g/C Ratio 0.08 0.12
v/c Ratio 1.17 1.14dr
Control Delay 157.8 103.9
Queue Delay 0.0 0.0
Total Delay 157.8 103.9
LOS F F
Approach Delay 119.1
Approach LOS F
Queue Length 50th (ft) ~141 ~200
Queue Length 95th (ft) #234 #289
Internal Link Dist (ft) 603
Turn Bay Length (ft) 300
Base Capacity (vph) 255 688
Starvation Cap Reductn 0 0
Spillback Cap Reductn 0 0
Storage Cap Reductn 0 0
Reduced v/c Ratio 1.17 1.10
Intersection Summary
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03B - Existing 2023 MID Peak
Synchro 11 Report
Intersection Signal Delay: 59.7 Intersection LOS: E
Intersection Capacity Utilization 77.2% ICU Level of Service D
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.
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)
HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn
2: AP 1 & FM 1709 (Southlake Blvd)03B - Existing 2023 MID Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1320 20 0 1165 0 51
Future Vol, veh/h 1320 20 0 1165 0 51
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 3 22222
Mvmt Flow 1404 21 0 1239 0 54
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 713
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.14
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.92
Pot Cap-1 Maneuver - - 0 - 0 321
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----321
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 18.5
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 321 - - -
HCM Lane V/C Ratio 0.169 - - -
HCM Control Delay (s) 18.5 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.6 - - -
HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn
3: FM 1939 (Randol Mill) & AP 2 03B - Existing 2023 MID Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 68 947 39 0 697
Future Vol, veh/h 0 68 947 39 0 697
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 2 22322
Mvmt Flow 0 72 1007 41 0 741
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 524 0 0 - -
Stage 1 ------
Stage 2 ------
Critical Hdwy - 7.14 ----
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.92 ----
Pot Cap-1 Maneuver 0 426 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 426 ----
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach WB NB SB
HCM Control Delay, s 15.2 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 426 -
HCM Lane V/C Ratio - - 0.17 -
HCM Control Delay (s) - - 15.2 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0.6 -
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03C - Existing 2023 PM Peak
Synchro 11 Report
Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU
Lane Configurations
Traffic Volume (vph) 20 155 915 198 486 1457 201 44 253 499 361 1
Future Volume (vph) 20 155 915 198 486 1457 201 44 253 499 361 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
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 184 1171 0 512 1746 0 0 312 905 0 0
Turn Type Prot Prot NA Prot NA Prot Prot NA Prot
Protected Phases 5 5 2 1 6 3 3 8 7
Permitted Phases
Detector Phase 5 5 2 1 6 3 3 8 7
Switch Phase
Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 5.0 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 53.0 13.0 54.0 13.0 13.0 54.0 13.0
Total Split (s) 23.0 23.0 54.0 35.0 66.0 23.0 23.0 41.0 20.0
Total Split (%) 15.3% 15.3% 36.0% 23.3% 44.0% 15.3% 15.3% 27.3% 13.3%
Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0
Lead/Lag Lag Lag Lag Lead Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None C-Max None C-Max None None None None
Act Effct Green (s) 15.0 47.4 25.6 58.0 15.0 33.0
Actuated g/C Ratio 0.10 0.32 0.17 0.39 0.10 0.22
v/c Ratio 0.54 0.74 0.87 0.90 0.91 0.88dr
Control Delay 70.5 48.1 77.0 50.1 96.5 54.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 70.5 48.1 77.0 50.1 96.5 54.5
LOS ED ED FD
Approach Delay 51.1 56.2 65.2
Approach LOS D E E
Queue Length 50th (ft) 89 371 252 580 158 274
Queue Length 95th (ft) 131 428 #324 649 #247 330
Internal Link Dist (ft) 657 536 265
Turn Bay Length (ft) 410 430 340
Base Capacity (vph) 343 1585 617 1942 343 1134
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.54 0.74 0.83 0.90 0.91 0.80
Intersection Summary
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 48 (32%), Referenced to phase 2:EBT and 6:WBT, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.11
Intersection Signal Delay: 69.8 Intersection LOS: E
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03C - Existing 2023 PM Peak
Synchro 11 Report
Lane Group SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 243 856 216
Future Volume (vph) 243 856 216
Peak Hour Factor 0.95 0.95 0.95
Shared Lane Traffic (%)
Lane Group Flow (vph) 257 1128 0
Turn Type Prot NA
Protected Phases 7 4
Permitted Phases
Detector Phase 7 4
Switch Phase
Minimum Initial (s) 5.0 5.0
Minimum Split (s) 13.0 54.0
Total Split (s) 20.0 38.0
Total Split (%) 13.3% 25.3%
Yellow Time (s) 5.0 5.0
All-Red Time (s) 3.0 3.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 8.0 8.0
Lead/Lag Lead Lead
Lead-Lag Optimize? Yes Yes
Recall Mode None None
Act Effct Green (s) 12.0 30.0
Actuated g/C Ratio 0.08 0.20
v/c Ratio 0.94 1.11
Control Delay 108.1 115.6
Queue Delay 0.0 0.0
Total Delay 108.1 115.6
LOS F F
Approach Delay 114.2
Approach LOS F
Queue Length 50th (ft) 131 ~450
Queue Length 95th (ft) #219 #549
Internal Link Dist (ft) 603
Turn Bay Length (ft) 300
Base Capacity (vph) 274 1016
Starvation Cap Reductn 0 0
Spillback Cap Reductn 0 0
Storage Cap Reductn 0 0
Reduced v/c Ratio 0.94 1.11
Intersection Summary
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03C - Existing 2023 PM Peak
Synchro 11 Report
Intersection Capacity Utilization 94.1% 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.
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)
HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn
2: AP 1 & FM 1709 (Southlake Blvd)03C - Existing 2023 PM Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1471 13 0 2144 0 44
Future Vol, veh/h 1471 13 0 2144 0 44
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 22222
Mvmt Flow 1516 13 0 2210 0 45
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 765
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.14
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.92
Pot Cap-1 Maneuver - - 0 - 0 297
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----297
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 19.3
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 297 - - -
HCM Lane V/C Ratio 0.153 - - -
HCM Control Delay (s) 19.3 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.5 - - -
HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn
3: FM 1939 (Randol Mill) & AP 2 03C - Existing 2023 PM Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 84 1140 45 0 1584
Future Vol, veh/h 0 84 1140 45 0 1584
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 2 22222
Mvmt Flow 0 93 1267 50 0 1760
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 659 0 0 - -
Stage 1 ------
Stage 2 ------
Critical Hdwy - 7.14 ----
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.92 ----
Pot Cap-1 Maneuver 0 348 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 348 ----
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach WB NB SB
HCM Control Delay, s 19.1 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 348 -
HCM Lane V/C Ratio - - 0.268 -
HCM Control Delay (s) - - 19.1 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 1.1 -
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04A - Background 2024 AM Peak
Synchro 11 Report
Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 8 163 1674 159 2 214 439 110 11 149 700 560
Future Volume (vph) 8 163 1674 159 2 214 439 110 11 149 700 560
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles (%) 2% 2% 2% 3% 2% 2% 4% 2% 10% 3% 2% 3%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 178 1910 0 0 225 572 0 0 166 1312 0
Turn Type Prot Prot NA Prot Prot NA Prot Prot NA
Protected Phases 5 5 2 1 1 6 3 3 8
Permitted Phases
Detector Phase 5 5 2 1 1 6 3 3 8
Switch Phase
Minimum Initial (s) 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 53.0 13.0 13.0 54.0 13.0 13.0 54.0
Total Split (s) 19.0 19.0 53.0 21.0 21.0 55.0 21.0 21.0 36.0
Total Split (%) 14.6% 14.6% 40.8% 16.2% 16.2% 42.3% 16.2% 16.2% 27.7%
Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0
Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None C-Max None None C-Max None None None
Act Effct Green (s) 10.5 45.0 13.0 47.5 11.3 28.0
Actuated g/C Ratio 0.08 0.35 0.10 0.37 0.09 0.22
v/c Ratio 0.64 1.10 0.66 0.32 0.57 1.30dr
Control Delay 69.1 92.4 66.2 27.3 64.5 123.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.1 92.4 66.2 27.3 64.5 123.5
LOS EF EC EF
Approach Delay 90.4 38.3 116.9
Approach LOS F D F
Queue Length 50th (ft) 75 ~664 95 114 70 ~444
Queue Length 95th (ft) 115 #761 140 147 107 #542
Internal Link Dist (ft) 657 536 265
Turn Bay Length (ft) 410 430 340
Base Capacity (vph) 290 1744 343 1808 338 1128
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.61 1.10 0.66 0.32 0.49 1.16
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 52 (40%), Referenced to phase 2:EBT and 6:WBT, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.16
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04A - Background 2024 AM Peak
Synchro 11 Report
Lane Group SBU SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 3 283 396 77
Future Volume (vph) 3 283 396 77
Peak Hour Factor 0.96 0.96 0.96 0.96
Heavy Vehicles (%) 2% 2% 2% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 298 493 0
Turn Type Prot Prot NA
Protected Phases 7 7 4
Permitted Phases
Detector Phase 7 7 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 54.0
Total Split (s) 20.0 20.0 35.0
Total Split (%) 15.4% 15.4% 26.9%
Yellow Time (s) 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 8.0 8.0
Lead/Lag Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None
Act Effct Green (s) 12.0 28.7
Actuated g/C Ratio 0.09 0.22
v/c Ratio 0.94 0.44
Control Delay 96.5 42.9
Queue Delay 0.0 0.0
Total Delay 96.5 42.9
LOS F D
Approach Delay 63.1
Approach LOS E
Queue Length 50th (ft) 130 125
Queue Length 95th (ft) #219 165
Internal Link Dist (ft) 603
Turn Bay Length (ft) 300
Base Capacity (vph) 316 1114
Starvation Cap Reductn 0 0
Spillback Cap Reductn 0 0
Storage Cap Reductn 0 0
Reduced v/c Ratio 0.94 0.44
Intersection Summary
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04A - Background 2024 AM Peak
Synchro 11 Report
Intersection Signal Delay: 85.8 Intersection LOS: F
Intersection Capacity Utilization 103.0% 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.
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)
HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn
2: AP 1 & FM 1709 (Southlake Blvd)04A - Background 2024 AM Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 2.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 2549 14 0 762 0 90
Future Vol, veh/h 2549 14 0 762 0 90
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 2 22322
Mvmt Flow 2712 15 0 811 0 96
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 1364
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.14
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.92
Pot Cap-1 Maneuver - - 0 - 0 118
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----118
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 106.8
HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 118 - - -
HCM Lane V/C Ratio 0.811 - - -
HCM Control Delay (s) 106.8 - - -
HCM Lane LOS F - - -
HCM 95th %tile Q(veh) 4.8 - - -
HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn
3: FM 1939 (Randol Mill) & AP 2 04A - Background 2024 AM Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 17 1387 30 0 778
Future Vol, veh/h 0 17 1387 30 0 778
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 2 73222
Mvmt Flow 0 20 1594 34 0 894
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 814 0 0 - -
Stage 1 ------
Stage 2 ------
Critical Hdwy - 7.24 ----
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.97 ----
Pot Cap-1 Maneuver 0 267 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 267 ----
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach WB NB SB
HCM Control Delay, s 19.5 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 267 -
HCM Lane V/C Ratio - - 0.073 -
HCM Control Delay (s) - - 19.5 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0.2 -
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04B - Background 2024 MID Peak
Synchro 11 Report
Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 18 384 927 180 43 155 812 180 8 179 389 162
Future Volume (vph) 18 384 927 180 43 155 812 180 8 179 389 162
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 2% 2% 2% 2% 4% 3% 3% 2% 2% 2% 2% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 428 1177 0 0 211 1055 0 0 199 586 0
Turn Type Prot Prot NA Prot Prot NA Prot Prot NA
Protected Phases 5 5 2 1 1 6 3 3 8
Permitted Phases
Detector Phase 5 5 2 1 1 6 3 3 8
Switch Phase
Minimum Initial (s) 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 53.0 13.0 13.0 54.0 13.0 13.0 54.0
Total Split (s) 23.0 23.0 53.0 24.0 24.0 54.0 21.0 21.0 26.0
Total Split (%) 19.2% 19.2% 44.2% 20.0% 20.0% 45.0% 17.5% 17.5% 21.7%
Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None C-Max None None C-Max None None None
Act Effct Green (s) 15.0 49.5 12.7 47.2 11.8 16.8
Actuated g/C Ratio 0.12 0.41 0.11 0.39 0.10 0.14
v/c Ratio 1.00 0.57 0.59 0.54 0.59 0.79
Control Delay 95.6 28.0 57.7 28.1 59.0 51.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 95.6 28.0 57.7 28.1 59.0 51.6
LOS FC EC ED
Approach Delay 46.0 33.0 53.4
Approach LOS D C D
Queue Length 50th (ft) 173 249 81 221 76 141
Queue Length 95th (ft) #281 311 119 266 115 185
Internal Link Dist (ft) 657 536 265
Turn Bay Length (ft) 410 430 340
Base Capacity (vph) 429 2068 452 1958 371 792
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 1.00 0.57 0.47 0.54 0.54 0.74
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 79 (66%), Referenced to phase 2:EBT and 6:WBT, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.19
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04B - Background 2024 MID Peak
Synchro 11 Report
Lane Group SBU SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 37 249 371 357
Future Volume (vph) 37 249 371 357
Peak Hour Factor 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 2% 3% 3% 3%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 304 775 0
Turn Type Prot Prot NA
Protected Phases 7 7 4
Permitted Phases
Detector Phase 7 7 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 54.0
Total Split (s) 17.0 17.0 22.0
Total Split (%) 14.2% 14.2% 18.3%
Yellow Time (s) 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 8.0 8.0
Lead/Lag Lead Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None
Act Effct Green (s) 9.0 14.0
Actuated g/C Ratio 0.08 0.12
v/c Ratio 1.19 1.17dr
Control Delay 165.6 112.6
Queue Delay 0.0 0.0
Total Delay 165.6 112.6
LOS F F
Approach Delay 127.5
Approach LOS F
Queue Length 50th (ft) ~146 ~211
Queue Length 95th (ft) #238 #300
Internal Link Dist (ft) 603
Turn Bay Length (ft) 300
Base Capacity (vph) 255 688
Starvation Cap Reductn 0 0
Spillback Cap Reductn 0 0
Storage Cap Reductn 0 0
Reduced v/c Ratio 1.19 1.13
Intersection Summary
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04B - Background 2024 MID Peak
Synchro 11 Report
Intersection Signal Delay: 62.3 Intersection LOS: E
Intersection Capacity Utilization 78.4% ICU Level of Service D
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.
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)
HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn
2: AP 1 & FM 1709 (Southlake Blvd)04B - Background 2024 MID Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1347 21 0 1189 0 53
Future Vol, veh/h 1347 21 0 1189 0 53
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 3 22222
Mvmt Flow 1433 22 0 1265 0 56
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 728
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.14
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.92
Pot Cap-1 Maneuver - - 0 - 0 314
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----314
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 19
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 314 - - -
HCM Lane V/C Ratio 0.18 - - -
HCM Control Delay (s) 19 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.6 - - -
HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn
3: FM 1939 (Randol Mill) & AP 2 04B - Background 2024 MID Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 70 966 40 0 711
Future Vol, veh/h 0 70 966 40 0 711
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 2 22322
Mvmt Flow 0 74 1028 43 0 756
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 536 0 0 - -
Stage 1 ------
Stage 2 ------
Critical Hdwy - 7.14 ----
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.92 ----
Pot Cap-1 Maneuver 0 419 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 419 ----
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach WB NB SB
HCM Control Delay, s 15.4 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 419 -
HCM Lane V/C Ratio - - 0.178 -
HCM Control Delay (s) - - 15.4 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0.6 -
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04C - Background 2024 PM Peak
Synchro 11 Report
Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU
Lane Configurations
Traffic Volume (vph) 21 159 934 202 496 1487 206 45 259 509 369 2
Future Volume (vph) 21 159 934 202 496 1487 206 45 259 509 369 2
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
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 189 1196 0 522 1782 0 0 320 924 0 0
Turn Type Prot Prot NA Prot NA Prot Prot NA Prot
Protected Phases 5 5 2 1 6 3 3 8 7
Permitted Phases
Detector Phase 5 5 2 1 6 3 3 8 7
Switch Phase
Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 5.0 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 53.0 13.0 54.0 13.0 13.0 54.0 13.0
Total Split (s) 23.0 23.0 54.0 35.0 66.0 23.0 23.0 41.0 20.0
Total Split (%) 15.3% 15.3% 36.0% 23.3% 44.0% 15.3% 15.3% 27.3% 13.3%
Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0
Lead/Lag Lag Lag Lag Lead Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None C-Max None C-Max None None None None
Act Effct Green (s) 15.0 47.2 25.8 58.0 15.0 33.0
Actuated g/C Ratio 0.10 0.31 0.17 0.39 0.10 0.22
v/c Ratio 0.55 0.76 0.88 0.92 0.93 0.89dr
Control Delay 70.9 48.9 77.9 51.8 100.4 55.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 70.9 48.9 77.9 51.8 100.4 55.3
LOS ED ED FE
Approach Delay 51.9 57.7 66.9
Approach LOS D E E
Queue Length 50th (ft) 92 381 257 599 162 282
Queue Length 95th (ft) 135 440 #340 669 #257 338
Internal Link Dist (ft) 657 536 265
Turn Bay Length (ft) 410 430 340
Base Capacity (vph) 343 1579 617 1942 343 1135
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.55 0.76 0.85 0.92 0.93 0.81
Intersection Summary
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 48 (32%), Referenced to phase 2:EBT and 6:WBT, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.13
Intersection Signal Delay: 72.6 Intersection LOS: E
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04C - Background 2024 PM Peak
Synchro 11 Report
Lane Group SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 248 874 221
Future Volume (vph) 248 874 221
Peak Hour Factor 0.95 0.95 0.95
Shared Lane Traffic (%)
Lane Group Flow (vph) 263 1153 0
Turn Type Prot NA
Protected Phases 7 4
Permitted Phases
Detector Phase 7 4
Switch Phase
Minimum Initial (s) 5.0 5.0
Minimum Split (s) 13.0 54.0
Total Split (s) 20.0 38.0
Total Split (%) 13.3% 25.3%
Yellow Time (s) 5.0 5.0
All-Red Time (s) 3.0 3.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 8.0 8.0
Lead/Lag Lead Lead
Lead-Lag Optimize? Yes Yes
Recall Mode None None
Act Effct Green (s) 12.0 30.0
Actuated g/C Ratio 0.08 0.20
v/c Ratio 0.96 1.13
Control Delay 112.6 124.1
Queue Delay 0.0 0.0
Total Delay 112.6 124.1
LOS F F
Approach Delay 121.9
Approach LOS F
Queue Length 50th (ft) 134 ~469
Queue Length 95th (ft) #227 #567
Internal Link Dist (ft) 603
Turn Bay Length (ft) 300
Base Capacity (vph) 274 1016
Starvation Cap Reductn 0 0
Spillback Cap Reductn 0 0
Storage Cap Reductn 0 0
Reduced v/c Ratio 0.96 1.13
Intersection Summary
Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04C - Background 2024 PM Peak
Synchro 11 Report
Intersection Capacity Utilization 95.6% 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.
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)
HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn
2: AP 1 & FM 1709 (Southlake Blvd)04C - Background 2024 PM Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1501 14 0 2187 0 45
Future Vol, veh/h 1501 14 0 2187 0 45
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 22222
Mvmt Flow 1547 14 0 2255 0 46
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 781
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.14
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.92
Pot Cap-1 Maneuver - - 0 - 0 290
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----290
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 19.8
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 290 - - -
HCM Lane V/C Ratio 0.16 - - -
HCM Control Delay (s) 19.8 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.6 - - -
HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn
3: FM 1939 (Randol Mill) & AP 2 04C - Background 2024 PM Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 86 1163 46 0 1616
Future Vol, veh/h 0 86 1163 46 0 1616
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 2 22222
Mvmt Flow 0 96 1292 51 0 1796
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 672 0 0 - -
Stage 1 ------
Stage 2 ------
Critical Hdwy - 7.14 ----
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.92 ----
Pot Cap-1 Maneuver 0 342 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 342 ----
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach WB NB SB
HCM Control Delay, s 19.6 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 342 -
HCM Lane V/C Ratio - - 0.279 -
HCM Control Delay (s) - - 19.6 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 1.1 -
Timings 02 - Buildout 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10A - Buildout 2024 AM Peak
Synchro 11 Report
Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 8 163 1683 159 2 214 430 110 23 166 706 560
Future Volume (vph) 8 163 1683 159 2 214 430 110 23 166 706 560
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles (%) 2% 2% 2% 3% 2% 2% 4% 2% 10% 3% 2% 3%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 178 1919 0 0 225 563 0 0 197 1318 0
Turn Type Prot Prot NA Prot Prot NA Prot Prot NA
Protected Phases 5 5 2 1 1 6 3 3 8
Permitted Phases
Detector Phase 5 5 2 1 1 6 3 3 8
Switch Phase
Minimum Initial (s) 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 53.0 13.0 13.0 54.0 13.0 13.0 54.0
Total Split (s) 19.0 19.0 53.0 21.0 21.0 55.0 21.0 21.0 36.0
Total Split (%) 14.6% 14.6% 40.8% 16.2% 16.2% 42.3% 16.2% 16.2% 27.7%
Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0
Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None C-Max None None C-Max None None None
Act Effct Green (s) 10.5 45.0 13.0 47.5 11.9 28.0
Actuated g/C Ratio 0.08 0.35 0.10 0.37 0.09 0.22
v/c Ratio 0.64 1.10 0.66 0.31 0.64 1.30dr
Control Delay 69.1 94.3 66.2 27.1 66.6 125.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.1 94.3 66.2 27.1 66.6 125.7
LOS EF EC EF
Approach Delay 92.1 38.3 118.0
Approach LOS F D F
Queue Length 50th (ft) 75 ~670 95 111 82 ~449
Queue Length 95th (ft) 115 #767 140 144 124 #547
Internal Link Dist (ft) 657 536 265
Turn Bay Length (ft) 410 430 340
Base Capacity (vph) 290 1744 343 1808 337 1128
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.61 1.10 0.66 0.31 0.58 1.17
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 52 (40%), Referenced to phase 2:EBT and 6:WBT, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.17
Timings 02 - Buildout 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10A - Buildout 2024 AM Peak
Synchro 11 Report
Lane Group SBU SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 3 295 390 77
Future Volume (vph) 3 295 390 77
Peak Hour Factor 0.96 0.96 0.96 0.96
Heavy Vehicles (%) 2% 2% 2% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 310 486 0
Turn Type Prot Prot NA
Protected Phases 7 7 4
Permitted Phases
Detector Phase 7 7 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 54.0
Total Split (s) 20.0 20.0 35.0
Total Split (%) 15.4% 15.4% 26.9%
Yellow Time (s) 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 8.0 8.0
Lead/Lag Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None
Act Effct Green (s) 12.0 28.1
Actuated g/C Ratio 0.09 0.22
v/c Ratio 0.98 0.45
Control Delay 104.7 43.2
Queue Delay 0.0 0.0
Total Delay 104.7 43.2
LOS F D
Approach Delay 67.1
Approach LOS E
Queue Length 50th (ft) 136 124
Queue Length 95th (ft) #232 162
Internal Link Dist (ft) 603
Turn Bay Length (ft) 300
Base Capacity (vph) 316 1090
Starvation Cap Reductn 0 0
Spillback Cap Reductn 0 0
Storage Cap Reductn 0 0
Reduced v/c Ratio 0.98 0.45
Intersection Summary
Timings 02 - Buildout 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10A - Buildout 2024 AM Peak
Synchro 11 Report
Intersection Signal Delay: 87.7 Intersection LOS: F
Intersection Capacity Utilization 103.6% 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.
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)
HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn
2: AP 1 & FM 1709 (Southlake Blvd)10A - Buildout 2024 AM Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 4.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 2540 37 0 753 0 107
Future Vol, veh/h 2540 37 0 753 0 107
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 2 22322
Mvmt Flow 2702 39 0 801 0 114
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 1371
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.14
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.92
Pot Cap-1 Maneuver - - 0 - 0 117
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----117
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 145.9
HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 117 - - -
HCM Lane V/C Ratio 0.973 - - -
HCM Control Delay (s) 145.9 - - -
HCM Lane LOS F - - -
HCM 95th %tile Q(veh) 6.3 - - -
HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn
3: FM 1939 (Randol Mill) & AP 2 10A - Buildout 2024 AM Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 55 1381 42 0 784
Future Vol, veh/h 0 55 1381 42 0 784
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 2 73222
Mvmt Flow 0 63 1587 48 0 901
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 818 0 0 - -
Stage 1 ------
Stage 2 ------
Critical Hdwy - 7.24 ----
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.97 ----
Pot Cap-1 Maneuver 0 266 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 266 ----
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach WB NB SB
HCM Control Delay, s 22.7 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 266 -
HCM Lane V/C Ratio - - 0.238 -
HCM Control Delay (s) - - 22.7 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0.9 -
Timings 02 - Buildout 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10B - Buildout 2024 MID Peak
Synchro 11 Report
Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 18 384 937 180 43 155 802 180 21 198 396 162
Future Volume (vph) 18 384 937 180 43 155 802 180 21 198 396 162
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 2% 2% 2% 2% 4% 3% 3% 2% 2% 2% 2% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 428 1188 0 0 211 1044 0 0 233 593 0
Turn Type Prot Prot NA Prot Prot NA Prot Prot NA
Protected Phases 5 5 2 1 1 6 3 3 8
Permitted Phases
Detector Phase 5 5 2 1 1 6 3 3 8
Switch Phase
Minimum Initial (s) 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 53.0 13.0 13.0 54.0 13.0 13.0 54.0
Total Split (s) 23.0 23.0 53.0 24.0 24.0 54.0 21.0 21.0 26.0
Total Split (%) 19.2% 19.2% 44.2% 20.0% 20.0% 45.0% 17.5% 17.5% 21.7%
Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0
Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None C-Max None None C-Max None None None
Act Effct Green (s) 15.0 49.2 12.7 46.9 12.1 17.1
Actuated g/C Ratio 0.12 0.41 0.11 0.39 0.10 0.14
v/c Ratio 1.00 0.58 0.59 0.54 0.67 0.78
Control Delay 95.6 28.3 57.7 28.1 62.0 51.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 95.6 28.3 57.7 28.1 62.0 51.5
LOS FC EC ED
Approach Delay 46.1 33.1 54.5
Approach LOS D C D
Queue Length 50th (ft) 173 252 81 217 90 143
Queue Length 95th (ft) #281 315 119 263 134 188
Internal Link Dist (ft) 657 536 265
Turn Bay Length (ft) 410 430 340
Base Capacity (vph) 429 2056 452 1947 371 790
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 1.00 0.58 0.47 0.54 0.63 0.75
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 79 (66%), Referenced to phase 2:EBT and 6:WBT, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.25
Timings 02 - Buildout 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10B - Buildout 2024 MID Peak
Synchro 11 Report
Lane Group SBU SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 37 263 364 357
Future Volume (vph) 37 263 364 357
Peak Hour Factor 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 2% 3% 3% 3%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 319 767 0
Turn Type Prot Prot NA
Protected Phases 7 7 4
Permitted Phases
Detector Phase 7 7 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 54.0
Total Split (s) 17.0 17.0 22.0
Total Split (%) 14.2% 14.2% 18.3%
Yellow Time (s) 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 8.0 8.0
Lead/Lag Lead Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None
Act Effct Green (s) 9.0 14.0
Actuated g/C Ratio 0.08 0.12
v/c Ratio 1.25 1.15dr
Control Delay 186.2 105.9
Queue Delay 0.0 0.0
Total Delay 186.2 105.9
LOS F F
Approach Delay 129.5
Approach LOS F
Queue Length 50th (ft) ~158 ~204
Queue Length 95th (ft) #253 #292
Internal Link Dist (ft) 603
Turn Bay Length (ft) 300
Base Capacity (vph) 255 692
Starvation Cap Reductn 0 0
Spillback Cap Reductn 0 0
Storage Cap Reductn 0 0
Reduced v/c Ratio 1.25 1.11
Intersection Summary
Timings 02 - Buildout 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10B - Buildout 2024 MID Peak
Synchro 11 Report
Intersection Signal Delay: 63.1 Intersection LOS: E
Intersection Capacity Utilization 78.9% ICU Level of Service D
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.
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)
HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn
2: AP 1 & FM 1709 (Southlake Blvd)10B - Buildout 2024 MID Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1337 47 0 1179 0 72
Future Vol, veh/h 1337 47 0 1179 0 72
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 3 22222
Mvmt Flow 1422 50 0 1254 0 77
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 736
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.14
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.92
Pot Cap-1 Maneuver - - 0 - 0 310
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----310
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 20.4
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 310 - - -
HCM Lane V/C Ratio 0.247 - - -
HCM Control Delay (s) 20.4 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 1 - - -
HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn
3: FM 1939 (Randol Mill) & AP 2 10B - Buildout 2024 MID Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 113 959 54 0 718
Future Vol, veh/h 0 113 959 54 0 718
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 2 22322
Mvmt Flow 0 120 1020 57 0 764
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 539 0 0 - -
Stage 1 ------
Stage 2 ------
Critical Hdwy - 7.14 ----
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.92 ----
Pot Cap-1 Maneuver 0 417 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 417 ----
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach WB NB SB
HCM Control Delay, s 17.1 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 417 -
HCM Lane V/C Ratio - - 0.288 -
HCM Control Delay (s) - - 17.1 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 1.2 -
Timings 02 - Buildout 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10C - Buildout 2024 PM Peak
Synchro 11 Report
Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU
Lane Configurations
Traffic Volume (vph) 21 159 940 202 496 1480 206 54 272 513 369 2
Future Volume (vph) 21 159 940 202 496 1480 206 54 272 513 369 2
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
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 189 1202 0 522 1775 0 0 343 928 0 0
Turn Type Prot Prot NA Prot NA Prot Prot NA Prot
Protected Phases 5 5 2 1 6 3 3 8 7
Permitted Phases
Detector Phase 5 5 2 1 6 3 3 8 7
Switch Phase
Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 5.0 5.0 5.0 5.0
Minimum Split (s) 13.0 13.0 53.0 13.0 54.0 13.0 13.0 54.0 13.0
Total Split (s) 23.0 23.0 54.0 35.0 66.0 23.0 23.0 41.0 20.0
Total Split (%) 15.3% 15.3% 36.0% 23.3% 44.0% 15.3% 15.3% 27.3% 13.3%
Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0
Lead/Lag Lag Lag Lag Lead Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None C-Max None C-Max None None None None
Act Effct Green (s) 15.0 47.2 25.8 58.0 15.0 33.0
Actuated g/C Ratio 0.10 0.31 0.17 0.39 0.10 0.22
v/c Ratio 0.55 0.76 0.88 0.91 1.00 0.89dr
Control Delay 70.9 49.1 77.9 51.4 114.8 55.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 70.9 49.1 77.9 51.4 114.8 55.6
LOS ED ED FE
Approach Delay 52.0 57.4 71.6
Approach LOS D E E
Queue Length 50th (ft) 92 384 257 595 175 284
Queue Length 95th (ft) 135 443 #340 665 #283 340
Internal Link Dist (ft) 657 536 265
Turn Bay Length (ft) 410 430 340
Base Capacity (vph) 343 1578 617 1943 343 1134
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.55 0.76 0.85 0.91 1.00 0.82
Intersection Summary
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 48 (32%), Referenced to phase 2:EBT and 6:WBT, Start of Green
Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.13
Intersection Signal Delay: 73.5 Intersection LOS: E
Timings 02 - Buildout 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10C - Buildout 2024 PM Peak
Synchro 11 Report
Lane Group SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 257 869 221
Future Volume (vph) 257 869 221
Peak Hour Factor 0.95 0.95 0.95
Shared Lane Traffic (%)
Lane Group Flow (vph) 273 1148 0
Turn Type Prot NA
Protected Phases 7 4
Permitted Phases
Detector Phase 7 4
Switch Phase
Minimum Initial (s) 5.0 5.0
Minimum Split (s) 13.0 54.0
Total Split (s) 20.0 38.0
Total Split (%) 13.3% 25.3%
Yellow Time (s) 5.0 5.0
All-Red Time (s) 3.0 3.0
Lost Time Adjust (s) 0.0 0.0
Total Lost Time (s) 8.0 8.0
Lead/Lag Lead Lead
Lead-Lag Optimize? Yes Yes
Recall Mode None None
Act Effct Green (s) 12.0 30.0
Actuated g/C Ratio 0.08 0.20
v/c Ratio 1.00 1.13
Control Delay 121.0 122.3
Queue Delay 0.0 0.0
Total Delay 121.0 122.3
LOS F F
Approach Delay 122.1
Approach LOS F
Queue Length 50th (ft) 140 ~465
Queue Length 95th (ft) #238 #564
Internal Link Dist (ft) 603
Turn Bay Length (ft) 300
Base Capacity (vph) 274 1016
Starvation Cap Reductn 0 0
Spillback Cap Reductn 0 0
Storage Cap Reductn 0 0
Reduced v/c Ratio 1.00 1.13
Intersection Summary
Timings 02 - Buildout 2024 Lane Configuration.syn
1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10C - Buildout 2024 PM Peak
Synchro 11 Report
Intersection Capacity Utilization 96.0% 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.
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)
HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn
2: AP 1 & FM 1709 (Southlake Blvd)10C - Buildout 2024 PM Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1494 31 0 2180 0 58
Future Vol, veh/h 1494 31 0 2180 0 58
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 22222
Mvmt Flow 1540 32 0 2247 0 60
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 786
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.14
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.92
Pot Cap-1 Maneuver - - 0 - 0 288
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----288
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 20.7
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 288 - - -
HCM Lane V/C Ratio 0.208 - - -
HCM Control Delay (s) 20.7 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.8 - - -
HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn
3: FM 1939 (Randol Mill) & AP 2 10C - Buildout 2024 PM Peak
Synchro 11 Report
Intersection
Int Delay, s/veh 0.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 113 1158 55 0 1620
Future Vol, veh/h 0 113 1158 55 0 1620
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 2 22222
Mvmt Flow 0 126 1287 61 0 1800
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 674 0 0 - -
Stage 1 ------
Stage 2 ------
Critical Hdwy - 7.14 ----
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.92 ----
Pot Cap-1 Maneuver 0 341 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 341 ----
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach WB NB SB
HCM Control Delay, s 21.6 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 341 -
HCM Lane V/C Ratio - - 0.368 -
HCM Control Delay (s) - - 21.6 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 1.6 -
