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Gateway Church Expansion TIA - Southlake, TX 2020-12-03T11916.01
TRAFFIC IMPACT ANALYSIS FOR
GATEWAY CHURCH
SOUTHLAKE, TEXAS
Prepared for:
Gateway Church
700 Blessed Way
Southlake, Texas 76092
Prepared by:
3030 LBJ Freeway, Suite 1660
Dallas, Texas 75234
(972) 248-3006
TBPE Firm F-450
December 2020
12/3/2020
TABLE OF CONTENTS
INTRODUCTION .......................................................................................................................... 5
SITE ACCESSIBILITY.................................................................................................................. 8
PROPOSED DEVELOPMENT.................................................................................................... 10
EXISTING TRAFFIC VOLUMES .............................................................................................. 11
BACKGROUND TRAFFIC VOLUMES..................................................................................... 19
TRIP GENERATION ................................................................................................................... 22
TRIP DISTRIBUTION AND ASSIGNMENT ............................................................................ 24
INTERSECTION CAPACITY ANALYSES ............................................................................... 30
CONCLUSIONS........................................................................................................................... 44
APPENDIX ................................................................................................................................... 46
LIST OF TABLES
Table 1: Turns to/from Blessed Way at SH 114 Westbound Frontage Road .............................. 11
Table 2: Turns to/from Grace Lane at SH 114 Westbound Frontage Road ................................ 12
Table 3: Historical TxDOT 24-Hour Traffic Volumes ................................................................ 19
Table 4: Trip Generation Characteristics for Gateway Church ................................................... 23
Table 5: Level of Service Criteria for Signalized Intersections ................................................... 31
Table 6: Level of Service Criteria for Unsignalized Intersections .............................................. 31
Table 7: Capacity Analysis Results – Existing Traffic Conditions ............................................. 33
Table 8: Capacity Analysis Results – Build-out (2021) Background Traffic Conditions ........... 35
Table 9: Capacity Analysis Results – Build-out (2021) Total Traffic Conditions ...................... 37
Table 10: Capacity Analysis Results – Build-out (2021) Total Traffic Conditions with
Improvements ................................................................................................................... 38
Table 11: Capacity Analysis Results – Horizon (2026) Background Traffic Conditions ........... 40
Table 12: Capacity Analysis Results – Horizon Year (2026) Total Traffic Conditions .............. 42
LIST OF FIGURES
Figure 1: Vicinity Map of the Study Area ..................................................................................... 6
Figure 2: Proposed Site Plan .......................................................................................................... 7
Figure 3: Lane Configurations ....................................................................................................... 9
Figure 4: Existing Traffic Volumes ............................................................................................. 13
Figure 5: Existing Site Traffic Volumes ...................................................................................... 15
Figure 6: Existing Site Traffic Distribution for Inbound Peak .................................................... 16
Figure 7: Existing Site Traffic Distribution for Outbound Peak.................................................. 17
Figure 8: Existing Non-Site Traffic Volumes .............................................................................. 18
Figure 9: Build-Out Year (2021) Background Peak Hour Traffic Volumes ............................... 20
Figure 10: Horizon Year (2026) Background Peak Hour Traffic Volumes ................................ 21
Figure 11: Inbound Peak Assumed Directional Distribution ....................................................... 25
Figure 12: Outbound Peak Assumed Directional Distribution .................................................... 26
Figure 13: Site Expansion Generated Peak Traffic Volumes ...................................................... 27
Figure 14: Build-Out Year (2021) Peak Total Traffic Volumes................................................... 28
Figure 15: Horizon Year (2026) Peak Total Traffic Volumes ...................................................... 29
Figure 16: SH 114 WBFR Queue Near Grace Lane During the Outbound Peak (Existing
Conditions) ............................................................................................................................ 34
Figure 17: SH 114 WBFR Queue Near Grace Lane During the Outbound Peak ......................... 43
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 5
INTRODUCTION
This traffic study was conducted to analyze the traffic impacts of the proposed expansion of
Gateway Church. Gateway Church is located at 700 Blessed Way in Southlake, Texas. The
proposed expansion will take place on the northwest side of the existing property.
A vicinity map of the study area is shown in Figure 1, and a site plan for this development is
shown in Figure 2. The following elements were included in this study:
Data Collection
Collected the church peak period (Sunday 8:30 am to 2:30 pm) turning movement volumes
at the following intersections:
o SH 114 Westbound Frontage Rd at Grace Ln
o SH 114 Westbound Frontage Rd at Blessed Way
o SH 114 Eastbound Frontage Rd at Carroll Ave
o SH 114 Westbound Frontage Rd at Carroll Ave
o SH 114 Eastbound Frontage Rd at Kimball Ave
o SH 114 Westbound Frontage Rd at Kimball Ave
o Carroll Ave at Highland St
o Kimball Ave at Highland St
o Kimball Ave at Kirkwood Blvd
o Highland St at SH 114 Westbound Frontage Rd
o On-Ramp from Kimball Ave to SH 114 Westbound
o Off-Ramp from SH 114 Westbound to Carroll Ave
o SH 114 WB to EB U-Turn bridge east of Carroll Ave
Obtained the proposed site plan, information related to planned roadway improvements,
and other relevant information.
Traffic Analysis
Identified the existing peak period of inbound traffic to the church and outbound traffic
exiting the church.
Estimated the portion of traffic at study intersections comprised of church vs. non-church
traffic.
Estimated the number of trips that will be generated by the proposed expansion.
Estimated the directional distribution of traffic approaching / departing the church for
existing and proposed conditions.
Assigned the estimated site traffic to the street network.
Performed capacity analyses for the critical intersections within the study area.
Performed access management analysis.
Recommendations
Determined if any roadway or traffic control improvements are needed to accommodate
projected traffic generated by the proposed development.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 6
Figure 1: Vicinity Map of the Study Area
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Highland Street
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 8
SITE ACCESSIBILITY
Site accessibility describes the ease with which vehicles can get to and from a development. A
site’s accessibility is affected by the geographical location of the development with respect to other
activity areas, the roadway system, and physical restraints such as rivers or lakes.
The study area roadways include:
SH 114 is a six-lane freeway with one-way frontage roads on both sides. The posted speed
limit on main lanes is 65 mph and 45 mph on frontage roads.
Carroll Avenue is a two-lane undivided roadway with a posted speed limit of 30 mph
north of SH 114 and a four-lane divided roadway south of SH 114. The City’s Master
Thoroughfare Plan classifies this roadway as an A2U arterial north of SH 114 and A4U
arterial south of SH 114.
Kimball Avenue is a four-lane undivided roadway with a posted speed limit of 40 mph.
The City’s Master Thoroughfare Plan classifies this roadway as an A4D arterial.
Highland Street is a two-lane undivided roadway with a posted speed limit of 30 mph.
The City’s Master Thoroughfare Plan classifies this roadway as a C2U collector between
Kirkwood Boulevard and Kimball Avenue. A segment of Highland St east and west of
Carroll Ave is planned for future widening to a 4-lane divided section as part of a
continuous Kirkwood Boulevard, an A4D arterial. Between this segment and the SH 114
westbound frontage road (WBFR) to the west, Highland Street is classified as a C2U
collector.
Kirkwood Boulevard is a two-lane undivided roadway with a posted speed limit of 35
mph. The City’s Master Thoroughfare Plan classifies this roadway as an A4D arterial, and
a short portion of 4-lane divided cross section has been constructed near the intersection
with Blessed Way.
Grace Lane is a four-lane undivided roadway along most of its length, with a median for
approximately 650 feet north of the SH 114 WBFR. The City’s Master Thoroughfare Plan
classifies this roadway as an A4D arterial.
Blessed Way is a four-lane undivided roadway along most of its length, with a median for
approximately 550 feet north of the SH 114 WBFR. Blessed Way is not classified in the
City’s Master Thoroughfare Plan.
The lane configurations of the study area roadways are shown in Figure 3.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 10
PROPOSED DEVELOPMENT
Gateway Church plans to expand its main worship sanctuary and add several other ancillary
buildings and spaces. The current capacity of the main worship sanctuary is 4,000 seats. This
capacity will be raised by 25% by the construction of a new 1,000 seat sanctuary that could be
used for overflow during peak attendance, for a total of 5,000 seats.
Additional uses planned for the expansion area include:
A 200-seat chapel to be used for weddings and other special events.
A 700-seat chapel to be used for Wednesday evening youth group activities.
70,500 square feet of child-care spaces for use during worship services.
A 129,100 sf Lifestyle Center which will include a gymnasium, weight rooms, E-sports
opportunities, locker rooms, food court and assembly space for youth groups
Gateway Church’s regular schedule includes weeknight youth activities and other programming
for adults, and worship services lasting 1 hour 15 minutes each beginning at the following times:
Saturday: 4 pm & 5:45 pm
Sunday: 9 am, 10:45 am & 12:30 pm
These worship service times were in place prior to the onset of COVID-19 restrictions on
gatherings. After suspending all in-person services for a time beginning in March 2020, the church
has re-instituted the Saturday 4 pm service, as well as two Sunday services in lieu of the normal
three (at 10 am and 12:30 pm). For the purposes of this study, the original worship service times
are anticipated to be re-instituted after the expansion.
After review of the intended land uses and meeting times with church staff and the City of
Southlake, it was determined that:
Weekday peak hour analysis would not be needed since no church-run school is included
in the proposed expansion, and traffic to/from the proposed Lifestyle Center is anticipated
to be light.
Wednesday evening youth group in 700-seat chapel would occur after the peak hour
(typically 7-8:30 pm), so analysis for these events is not needed.
Saturday evening services would not need to be analyzed based on attendance at only about
25% of Sunday attendance.
Quarterly conference events (2-3 days) are outside the scope of the study.
Neither the 200- or 700-seat chapels, nor the Lifestyle Center are anticipated for
simultaneous use with the main worship sanctuary, so the busiest arrival and dismissal
times on Sunday will be the analysis condition for this study.
Also, the Church administrative office expansion shown on the site plan in Figure 2 is not included
in the phase of development supported by this traffic study, so it will be analyzed at a later date if
needed.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 11
EXISTING TRAFFIC VOLUMES
Existing Sunday peak period turning movement counts were collected at the study area
intersections using video camera technology on March 1, 2020, between 8:30 am and 2:30 pm to
encompass the arrival and dismissal periods for each of the church’s three Sunday services. Note
that the data collection occurred before COVID-19 related travel behavior changes.
The turning movement counts for the intersections of the SH 114 westbound frontage road two
intersections closest to the existing church were used to identify to and from Blessed Way and
Grace Lane.
Table 1: Turns to/from Blessed Way at SH 114 Westbound Frontage Road
Start Time WBR SBR IN OUT TOTAL IN OUT TOTAL
8:30 AM 60 1 267 5 272 240 4 244
8:45 AM 133 1 222 7 229 532 4 536
9:00 AM 63 1 105 9 114 252 4 256
9:15 AM 11 2 86 170 256 44 8 52
9:30 AM 15 3 189 272 461 60 12 72
9:45 AM 16 3 395 302 697 64 12 76
10:00 AM 44 162 487 314 801 176 648 824
10:15 AM 114 104 472 162 634 456 416 872
10:30 AM 221 33 367 59 426 884 132 1016
10:45 AM 108 15 153 39 192 432 60 492
11:00 AM 29 9 67 208 275 116 40 156
11:15 AM 9 1 89 533 622 36 4 40
11:30 AM 7 13 183 610 793 28 52 80
11:45 AM 22 184 254 620 874 88 736 824
12:00 PM 51 335 257 448 705 204 1340 1544
12:15 PM 103 78 215 122 337 412 312 724
12:30 PM 78 23 118 55 173 312 92 404
12:45 PM 25 12 51 145 196 100 48 148
1:00 PM 9 9 37 312 349 36 36 72
1:15 PM 6 11 40 361 401 24 44 68
1:30 PM 11 113 41 378 419 44 452 496
1:45 PM 11 179 44 716 760
2:00 PM 12 58 48 232 280
2:15 PM 7 28 28 112 140
Bold / Yellow = worship service start & end times
Bold / Italic = selected 15-min peak periods for analysis
Hourly Volumes (veh/hr)15-Min Flowrates (veh/hr)
= 15-minute flowrates within inbound &
outbound peak hours
15 Min Volumes (veh/15 min)
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 12
Table 2: Turns to/from Grace Lane at SH 114 Westbound Frontage Road
The peak 15-minute counts were converted into an hourly flowrate by multiplying them by four to
represent the sharp inbound and outbound peaks of the church traffic. Figure 4 shows the existing
peak hour intersection turning movement volumes expressed as hourly flow rates for the 10:30-
10:45 am period representing arrival for the 2nd worship service, as well as for the 12:00-12:15 pm
period representing dismissal for the same service. The raw traffic count data is provided in the
Appendix.
The Peak Hour Factor (PHF) represents the relationship between the hourly volume and the
maximum flow rate within that hour. PHF is calculated by taking a ratio of hourly volume to
maximum flow rate within that hour. For this analysis, the maximum flow rate was used instead
of hourly volume. Therefore, a PHF of 1.00 (the maximum possible value of PHF) was assumed
for all capacity analysis scenarios.
The existing traffic volumes, roadway network, other churches in the area, and the existing site
layout were used to determine the directions from which the existing church traffic would approach
and the church and the directions to which it would depart.
Start Time WBR SBR IN OUT TOTAL IN OUT TOTAL
8:30 AM 18 0 74 1 75 72 0 72
8:45 AM 37 0 60 1 61 148 0 148
9:00 AM 12 1 30 4 34 48 4 52
9:15 AM 7 0 32 27 59 28 0 28
9:30 AM 4 0 81 86 167 16 0 16
9:45 AM 7 3 170 98 268 28 12 40
10:00 AM 14 24 216 97 313 56 96 152
10:15 AM 56 59 207 77 284 224 236 460
10:30 AM 93 12 154 20 174 372 48 420
10:45 AM 53 2 67 14 81 212 8 220
11:00 AM 5 4 23 39 62 20 16 36
11:15 AM 3 2 36 179 215 12 8 20
11:30 AM 6 6 97 228 325 24 24 48
11:45 AM 9 27 112 246 358 36 108 144
12:00 PM 18 144 110 224 334 72 576 648
12:15 PM 64 51 96 90 186 256 204 460
12:30 PM 21 24 35 44 79 84 96 180
12:45 PM 7 5 14 38 52 28 20 48
1:00 PM 4 10 11 123 134 16 40 56
1:15 PM 3 5 7 147 154 12 20 32
1:30 PM 0 18 6 156 162 0 72 72
1:45 PM 4 90 16 360 376
2:00 PM 0 34 0 136 136
2:15 PM 2 14 8 56 64
Bold / Yellow = worship service start & end times
Bold / Italic = selected 15-min peak periods for analysis
15 Min Volumes (veh/15 min)Hourly Volumes (veh/hr)15-Min Flowrates (veh/hr)
= 15-minute flowrates within inbound &
outbound peak hours
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 14
Figure 5 shows the existing site traffic volumes. The volumes to/from Blessed Way & Grace Ln
on Figure 5 match those in Figure 4 and were assigned to the other study intersections based on
the proportion of existing volumes for turning movements that were considered related to logical
origins or destinations for church traffic.
Figure 6 shows the existing site traffic distribution calculated as a percentage of overall trip
generation at each turning movement location for the inbound peak (10:30–10:45 am). Figure 7
likewise shows the existing site traffic distribution as a percentage of overall trip generation for
the outbound peak (12:00–12:15 pm).
Subtracting the estimated existing site trips shown in Figure 5 from the existing overall traffic
shown in Figure 4 results in an estimate of existing non-site traffic volumes, shown in Figure 8.
The existing non-site traffic volumes, which are much smaller at many locations than the existing
site trips, are the only traffic volumes expected to grow for the Sunday peak period background
scenarios without expansion of Gateway Church.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 19
BACKGROUND TRAFFIC VOLUMES
Historical 24-hour traffic volumes near the proposed development area were obtained from
TxDOT traffic count maps and are presented in Table 3. These volumes were used in estimating
the annual growth percentage necessary to grow the existing background traffic volumes to future
analysis years.
Table 3: Historical TxDOT 24-Hour Traffic Volumes
Year FM 1709 West of Kimball Avenue
2014 36,496
2015 43,463
2016 43,856
2017 41,596
2018 40,781
Average 3%
The traffic volumes in Table 2 show that traffic volumes near the proposed development area have
increased by three percent (3%) between 2014 and 2018. Therefore, a three percent (3%) growth
rate was assumed for the Build-out Year (2021) and Horizon Year (2026) background conditions.
Traffic volumes presented in Figure 8 were grown by 3%, and existing site traffic volumes from
Figure 5 were added back to the resulting total to obtain the background traffic volumes without
the proposed Gateway Church expansion. Only the non-church trips were grown by 3% annually
to avoid “double-counting” the expected growth of church traffic in both the background and total
future development scenarios. Figure 9 shows the Build-out Year (2021) background traffic
volumes, and Figure 10 shows Horizon Year (2026) background traffic volumes.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 22
TRIP GENERATION
The number of trips generated by a development is a function of the type and quantity of land use
for the development. It is the industry standard to estimate the number of vehicle trips generated
by the proposed development based on the trip generation rates and equations provided in the
publication entitled Trip Generation Manual, by the Institute of Transportation Engineers (ITE).
It should be noted that the capacity of this church is outside the range of the sample data provided
in the ITE Trip Generation Manual, which includes one church with 3,000 seats, two churches
with about 1,500 seats, and all other churches at about 1,000 seats or less. Further, because this is
an existing church, it was possible to estimate the existing per seat Sunday peak hour trip
generation rate using turning movement count data collected at the intersections near the church.
To estimate the future trips, the existing trips were increased by 25% (proportionate to the increase
in the seating capacity).
Because church driveways onto Grace Lane, Kirkwood Blvd, and Blessed Way were not counted
directly, some simplifying assumptions were needed to estimate the trip generation to and from
the church campus.
Gateway Church is the major traffic generator in the study area on Sundays. Other land uses in
the area were assumed to contribute zero or negligible amounts of traffic during church arrival and
dismissal times:
The Westin Southlake hotel on Grace Lane
Single-family homes along and with access via Highland St
Carroll Middle School on Kirkwood Blvd
An assisted living facility and small office buildings on the south side of Kirkwood Blvd
near Kimball Ave.
With these potential sources of traffic assumed to be negligible, the existing trips for Gateway
Church were estimated by adding the church traffic that turns to and from Grace Lane and Blessed
Way at their intersections with the SH 114 WBFR, as well as the church traffic that turns to
Highland Street/Kirkwood Boulevard from Carroll Avenue and Kimball Avenue.
The assumed traffic from two other small churches located along Highland Street near its
intersection with Carroll Avenue (The Village Church-Southlake and Southlake Baptist Church)
was estimated based on the number of parking spaces at these churches, assuming full occupancy
for a single service to coincide with arrival and dismissal for Gateway Church.
The traffic from other churches was subtracted from the turning movement counts to estimate the
Gateway Church traffic on Highland Street/Kirkwood Boulevard. The other churches’ traffic
volumes were estimated based on parking lot capacity and existing traffic distribution in the study
area.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 23
The trip generation characteristics for Gateway Church are shown in Table 4.
Table 4: Trip Generation Characteristics for Gateway Church
Gateway Church
Inbound Peak Outbound Peak
Total Enter Exit Total Enter Exit
Existing Trips 2,685 2,313 372 3,541 464 3,077
Future Trips
(1.25 * Existing Trips) 3,356 2,891 465 4,426 580 3,846
Total New Trips 671 578 93 885 116 769
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 24
TRIP DISTRIBUTION AND ASSIGNMENT
Trip Distribution
The existing traffic volumes, roadway network, and the proposed site layout were used to
determine the directions from which traffic would approach and depart the proposed Gateway
Church development. The assumed directional distributions for the inbound peak hour and
outbound peak hour are provided in Figure 11, and Figure 12.
Site Traffic Volumes
Traffic volumes expected to be generated by the proposed Gateway Church development were
assigned to the area roadways and site access points based on the directional distribution identified
in Figures 11 and 12. Figure 13 shows the estimated site generated peak hour traffic volumes.
Total Traffic Conditions
Total (background + site) peak hour traffic volumes at Build-Out Year (2021) of the proposed
development were obtained by adding the Build-Out Year (2021) Background traffic volumes
(Figure 9) to the site generated traffic volumes (Figure 13) and are shown in Figure 14.
Total (background + site) peak hour traffic volumes for Horizon Year (2026) were obtained by
adding the Horizon Year (2026) Background traffic volumes (Figure 10) to the site generated
traffic volumes (Figure 13) and are shown in Figure 15.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 30
INTERSECTION CAPACITY ANALYSES
The Level of Service (LOS) of an intersection is a qualitative measure of capacity and operating
conditions and is directly related to vehicle delay. The LOS criteria for a signalized intersection
are shown in Table 55. LOS is given a letter designation from A to F, with LOS A representing
very short delays (less than 10 seconds of average control delay per vehicle) and LOS F
representing very long delays (more than 80 seconds of average control delay per vehicle). LOS C,
ranging from 20.1 to 35.0 seconds of average control delay per vehicle, is considered the minimum
acceptable condition for the City of Grand Prairie.
For unsignalized intersections, the levels of service, as shown in Table 6, are defined by average
control delay in seconds per vehicle. LOS C (ranging from 15.1 to 25 seconds of average delay
per vehicle) is also considered the minimum acceptable condition for an unsignalized intersection
in the City.
Capacity analyses were conducted for the study area intersections under the following analysis
scenarios:
Existing (2020) Traffic Conditions
Build-Out Year (2021) Background Traffic Conditions
Horizon Year (2026) Background Traffic Conditions
Build-Out Year (2021) Total Traffic Conditions
Horizon Year (2026) Total Traffic Conditions
The intersection capacity analyses were conducted using HCM 2010 methodologies in Synchro 10
traffic analysis software package.
Additional performance measures such as volume to capacity (v/c) ratios and queue lengths also
provide an indication of operations. For example, at two-way stop-controlled intersections main
street traffic volumes may impose longer average delays for a small number of side-street vehicles,
thus creating vehicle delays which correspond to a poor level of service.
Traffic operations were tested in SimTraffic, the microsimulation companion to Synchro software,
where evaluation was not possible using equation-based methods for overall capacity to estimate
performance. Examples of such situations are closely spaced driveways, non-standard lane
configurations due to traffic control, etc. Instead of using equation-based methods for overall
traffic capacity to estimate traffic performance, SimTraffic simulates individual drivers’ behavior
and repositions simulated vehicles on the modeled roadway network every tenth of a second,
providing an animation of results for easier visualization and interpretation of interactions between
adjacent intersections, including queue spillback.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 31
Table 5: Level of Service Criteria for Signalized Intersections
Level-of-Service
(LOS)
Average Control Delay
(seconds/vehicle) Description
A ≤ 10.0 Very low vehicle delays, free flow, signal progression extremely
favorable, most vehicles arrive during given signal phase.
B 10.1 to 20.0 Good signal progression, more vehicles stop and experience
higher delays than for LOS A.
C 20.1 to 35.0 Stable flow, fair signal progression, significant number of
vehicles stop at signals.
D 35.1 to 55.0 Congestion noticeable, longer delays and unfavorable signal
progression, many vehicles stop at signals.
E 55.1 to 80.0
Limit of acceptable delay, unstable flow, poor signal
progression, traffic near roadway capacity, frequent cycle
failures.
F > 80.0 Unacceptable delays, extremely unstable flow and congestion,
traffic exceeds roadway capacity, stop-and-go conditions.
SOURCE: Highway Capacity Manual, HCM 2010, Transportation Research Board, 2010
Table 6: Level of Service Criteria for Unsignalized Intersections
Level-of-Service
(LOS)
Average Control Delay
(seconds/vehicle) Description
A ≤ 10.0
No delays at intersections with continuous flow of traffic.
Uncongested operations: high frequency of long gaps available
for all left and right turning traffic. No observable queues.
B 10.1 to 15.0
No delays at intersections with continuous flow of traffic.
Uncongested operations: high frequency of long gaps available
for all left and right turning traffic. No observable queues.
C 15.1 to 25.0
Moderate delays at intersections with satisfactory to good traffic
flow. Light congestion; infrequent backups on critical
approaches.
D 25.1 to 35.0
Increased probability of delays along every approach.
Significant congestion on critical approaches, but intersection
functional. No standing long lines formed.
E 35.1 to 50.0
Heavy traffic flow condition. Heavy delays probable. No
available gaps for cross-street traffic or main street turning
traffic. Limit of stable flow.
F > 50.0
Unstable traffic flow. Heavy congestion. Traffic moves in
forced flow condition. Average delays greater than one minute
highly probable. Total breakdown.
SOURCE: Highway Capacity Manual, HCM 2010, Transportation Research Board, 2010
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 32
Existing Traffic Conditions
The following input parameters were used for this analysis:
The existing lane configurations shown in Figure 3.
The existing traffic volumes shown in Figure 4.
The existing signal timing plans for the SH 114 Frontage roads at Carroll Avenue and
Kimball Avenue, as provided by TxDOT.
Traffic management by law enforcement officers was modeled in Synchro as an
uncoordinated signal at the intersection of Kimball Ave and Kirkwood Blvd/Stillwater Ct
for the outbound peak period.
Though law enforcement officers are used by the church to close lanes on the SH 114 westbound
frontage road at the intersections of Grace Lane and Blessed Way during peak dismissal times,
these officers were not observed to stop traffic along the SH 114 WBFR to provide gaps for turning
traffic. Therefore, these intersections were modeled as unsignalized intersections with side-street
stop control and lane capacity reduced to match the lane closures.
Also note that the lane configurations resulting from these closures at the intersection of the SH
114 WBFR and Grace Lane are not consistent with the input requirements of the Highway
Capacity Manual methodologies, and so Synchro cannot produce delay and level of service results
at this location. Therefore, the worst-case scenario (outbound peak period) was analyzed using
SimTraffic.
Table 7 shows the capacity analysis results for existing traffic conditions. The following
observations were made based on the data presented in Table 7:
Inbound Peak:
All the study area signalized intersections and stopped control approaches of unsignalized
intersections operate at LOS D or better during the inbound peak except:
o The westbound approach of Highland Street at Carroll Avenue. The v/c ratio at
this approach indicates that volume is not approaching the capacity.
o The westbound approach of Still Water Court at Kimball Avenue. The v/c ratio at
this approach indicates that volume is not approaching the capacity.
o The signalized intersection of SH 114 WBFR at Kimball Avenue.
Outbound Peak:
All the study area signalized intersections and stopped control approaches of unsignalized
intersections operate at LOS D or better during the outbound peak except:
o The westbound approach of Highland Street at Carroll Avenue. The V/C ratio at
this approach indicates that volume is just over capacity.
o The signalized intersection of SH 114 WBFR at Carroll Avenue.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 33
Table 7: Capacity Analysis Results – Existing Traffic Conditions
SH 114 WBFR and Highland Street (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NW SB
Existing (2020)
Inbound ---1 --- 9.2 (A)2 0.0 (A) ---
Outbound ---1 --- 10.2 (B) 0.0 (A) ---
Carroll Avenue and Highland Street (Two-Way Stop Control)
Scenario Peak Hour Intersection EB WB NBL SBL
Existing (2020)
Inbound ---1 9.3 (A) 56.8 (F)
V/C =0.72 [5]2 7.7 (A) 10.4 (B)
Outbound ---1 10.8 (B) 86.3 (F)
V/C = 1.01 [15] 7.5 (A) 8.1 (A)
SH 114 WBFR and Carroll Avenue (Signalized)
Scenario Peak Hour Intersection NB SB SE NW
Existing (2020) Inbound 23.8 (C) 0.7 (A) 54.9 (D) --- 50.0 (D)
Outbound 109.2 (F) 1.0 (A) 98.7 (F) --- 146.9 (F)
SH 114 EBFR and Carroll Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Existing (2020)
Inbound 31.7 (C) 47.3 (D) --- 36.5 (D) 1.6 (A)
Outbound 22.8 (C) 48.3 (D) --- 31.9 (C) 2.1 (A)
SH 114 WBFR and Grace Lane (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NB SB
Existing (2020) Inbound ---4
Outbound ---4
SH 114 WBFR and Blessed Way (Side-Street Stop Control)
Scenario Peak Hour Intersection SE NW NE SW
Existing (2020) Inbound ---1 --- 0.0 (A) --- 0.0 (A)
Outbound ---1 --- 0.0 (A) --- 0.0 (A)
Kimball Avenue and Highland Street (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NBL SB
Existing (2020)
Inbound ---1 10.8 (B) --- 8.6 (A) 0.0 (A)
Outbound ---1 13.7 (B) --- 8.2 (A) 0.0 (A)
Kimball Avenue and Kirkwood Boulevard/Still Water Court (Two-Way Stop Control)
Scenario Peak Hour Intersection EB WB NBL SB
Existing (2020)
Inbound ---1 17.4 (C) 40.3 (E)
V/C =0.04 [1] 10.3 (B) ---
Outbound 17.8 (B)3 13.2 (2) 3 0.0 (A) 3 22.3 (C) 3 21.9 (C) 3
SH 114 WBFR and Kimball Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Existing (2020) Inbound 57.5 (E) --- 90.0 (F) 3.0 (A) 36.8 (D)
Outbound 45.3 (D) --- 73.0 (E) 5.7 (A) 45.3 (D)
SH 114 EBFR and Kimball Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Existing (2020) Inbound 35.7 (D) 66.3 (E) --- 50.4 (D) 2.2 (A)
Outbound 39.0 (D) 89.3 (F) --- 51.0 (D) 3.1 (A)
1 HCM methodology does not provide intersection-wide delay/level of service for Side-Street Stop Control or Two-Way Stop Control analysis;
2 Delay in seconds/vehicle (Level of Service); V/C = volume to capacity ratio ; [#] = 95th percentile queue length in vehicles; 3 Modeled as
signalized intersection for period when managed by police officers; 4 non-standard lane configuration does not allow for HCM results
Note that for the intersection of the SH 114 WBFR and Blessed Way, the temporary traffic control
results in both lanes turning from Blessed Way having their own dedicated receiving lane. This is
modeled as a free-flow right turn condition with zero delay, despite the presence of the stop sign.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 34
In reality, many drivers will stop briefly to verify there is no oncoming traffic, and this will produce
some delay not accounted for in the analysis.
As shown by footnote 4 in Table 7, SimTraffic analysis was conducted to substitute for the
unavailability of HCM results at the intersection of the SH 114 WBFR and Grace Lane. Based on
the SimTraffic results, the southbound right turn at this intersection is predicted to experience
about 210 seconds of delay per vehicle during the outbound peak period. This delay corresponds
to LOS F. Traffic simulation of this intersection indicated that during the short 15-minute time of
the outbound peak period, a rolling westbound queue forms along the SH 114 WBFR from Carroll
Avenue and extends beyond Grace Lane. This observation was verified from the data collection
videos. Figure 16 shows a screen capture of this queue.
Figure 16: SH 114 WBFR Queue Near Grace Lane During the Outbound Peak (Existing Conditions)
Build-out Year (2021) Traffic Conditions
Background Conditions
The following input parameters were used for this analysis:
The existing lane configurations shown in Figure 3
The build-out year (2021) background traffic volumes shown in Figure 9
The existing signal timing plans for the SH 114 frontage roads at Carroll Avenue and
Kimball Avenue, as provided by TxDOT.
Traffic management by law enforcement officers was modeled as an uncoordinated signal
at Kimball Ave and Kirkwood Blvd/Stillwater Ct for the outbound peak period.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 35
Table 8 shows the capacity analysis results for the build-out year (2021) background traffic
conditions. This does not include any proposed trips from the Gateway Church expansion. Based
on the data presented in this table, it was concluded that all the study area signalized intersections
and stop-controlled approaches of unsignalized intersections are predicted to operate at similar
LOS to the existing conditions.
Table 8: Capacity Analysis Results – Build-out (2021) Background Traffic Conditions
SH 114 WBFR and Highland Street (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NW SB
Build-Out (2021)
Background Traffic
Inbound ---1 --- 9.2 (A)2 0.0 (A) ---
Outbound ---1 --- 10.2 (B) 0.0 (A) ---
Carroll Avenue and Highland Street (Two-Way Stop Control)
Scenario Peak Hour Intersection EB WB NBL SBL
Build-Out (2021)
Background Traffic
Inbound ---1 9.3 (A) 61.5 (F) V/C =0.74 [5] 2 7.7 (A) 10.5 (B)
Outbound ---1 10.9 (B) 92.6 (F) V/C = 1.07 [15] 7.5 (A) 8.1 (A)
SH 114 WBFR and Carroll Avenue (Signalized)
Scenario Peak Hour Intersection NB SB SE NW
Build-Out (2021)
Background Traffic
Inbound 24.1 (C) 0.7 (A) 55.3 (E) --- 50.1 (D)
Outbound 112.4 (F) 1.1 (A) 102.6 (F) --- 151.2 (F)
SH 114 EBFR and Carroll Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Build-Out (2021)
Background Traffic
Inbound 31.9 (C) 47.6 (D) --- 36.7 (D) 1.6 (A)
Outbound 23.6 (C) 49.6 (D) --- 32.9 (C) 2.2 (A)
SH 114 WBFR and Grace Lane (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NB SB
Build-Out (2021)
Background Traffic
Inbound ---4
Outbound ---4
SH 114 WBFR and Blessed Way (Side-Street Stop Control)
Scenario Peak Hour Intersection SE NW NE SW
Build-Out (2021)
Background Traffic
Inbound ---1 --- 0.0 (A) --- 0.0 (A)
Outbound ---1 --- 0.0 (A) --- 0.0 (A)
Kimball Avenue and Highland Street (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NBL SB
Build-Out (2021)
Background Traffic
Inbound ---1 10.9 (B) --- 8.6 (A) 0.0 (A)
Outbound ---1 14.1 (B) --- 8.3 (A) 0.0 (A)
Kimball Avenue and Kirkwood Boulevard/Still Water Court (Two-Way Stop Control)
Scenario Peak Hour Intersection EB WB NBL SB
Build-Out (2021)
Background Traffic
Inbound ---1 17.8 (C) 42.1 (E) V/C =0.04 [1] 10.4 (B) ---
Outbound 18.2 (B)3 13.5 (2) 3 0.0 (A) 3 22.6 (C) 3 22.2 (C) 3
SH 114 WBFR and Kimball Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Build-Out (2021)
Background Traffic
Inbound 58.5 (E) --- 91.7 (F) 3.0 (A) 37.0 (D)
Outbound 45.9 (D) --- 74.3 (E) 5.7 (A) 45.6 (D)
SH 114 EBFR and Kimball Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Build-Out (2021)
Background Traffic
Inbound 35.9 (D) 66.9 (E) --- 50.4 (D) 2.2 (A)
Outbound 41.3 (D) 95.3 (F) --- 52.3 (D) 3.2 (A)
1 HCM methodology does not provide intersection-wide delay/level of service for Side-Street Stop Control or Two-Way Stop Control analysis;
2 Delay in seconds/vehicle (Level of Service); V/C = volume to capacity ratio ; [#] = 95th percentile queue length in vehicles; 3 Modeled as
signalized intersection for period when managed by police officers; 4 non-standard lane configuration does not allow for HCM results
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 36
Total Conditions
The following input parameters were used for this analysis:
The existing lane configurations shown in Figure 3.
The build-out year (2021) total traffic volumes shown in Figure 14.
The existing signal timing plans for the SH 114 frontage roads at Carroll Avenue and
Kimball Avenue, as provided by TxDOT.
Traffic management by law enforcement officers was modeled as an uncoordinated signal
at Kimball Ave and Kirkwood Blvd/Stillwater Ct for the outbound peak period.
Table 9 shows the capacity analysis results for the build-out year (2021) total traffic conditions.
The following observations were made based on the data presented in Table 9:
Inbound Peak:
All the study area signalized intersections and stop-controlled approaches of unsignalized
intersections are predicted to operate at LOS D or better during the inbound peak except:
o The westbound approach of Highland Street at Carroll Avenue. The V/C ratio at
this approach indicates that volume will exceed capacity.
o The westbound approach of Still Water Court at Kimball Avenue. The V/C ratio at
this approach indicates that volume will not approach capacity.
o The signalized intersection of the SH 114 WBFR at Kimball Avenue.
Outbound Peak:
All the study area signalized intersections and stop-controlled approaches of unsignalized
intersections are predicted to operate at LOS D or better during the outbound peak except:
o The westbound approach of Highland Street at Carroll Avenue. The V/C ratio at
this approach indicates that volume is predicted to exceed capacity.
o The signalized intersection of the SH 114 WBFR at Carroll Avenue.
These results are similar to the build-out year (2021) background conditions, but with significant
increases in delay and congestion. The addition of site traffic is expected to further increase the
delay at the intersections and approaches that are predicted to operate at LOS below D. Lee
Engineering recommends the following improvement measures to address delays at these
intersections and/or approaches:
Modify signal timing and phasing at the intersections of Carroll Avenue and the SH 114
Frontage Roads.
Modify signal timing and phasing at the intersections of Kimball Avenue and the SH 114
Frontage Roads.
Facilitate traffic with the presence of law enforcement officers at the intersection of Carroll
Avenue and Highland Street during the inbound and outbound peaks. Two officers should
be engaged to provide proper traffic control at this location.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 37
Table 9: Capacity Analysis Results – Build-out (2021) Total Traffic Conditions
SH 114 WBFR and Highland Street (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NW SB
Build-Out (2021)
Total Traffic
Inbound ---1 --- 9.2 (A)2 0.0 (A) ---
Outbound ---1 --- 10.6 (B) 0.0 (A) ---
Carroll Avenue and Highland Street (Two-Way Stop Control)
Scenario Peak Hour Intersection EB WB NBL SBL
Build-Out (2021)
Total Traffic
Inbound ---1 9.3 (A) 200.5 (F)
V/C =1.21 [11]2 7.7 (A) 11.8 (B)
Outbound ---1 11.4 (B) 257.2 (F)
V/C = 1.5 [31] 8.3 (A) 7.5 (A)
SH 114 WBFR and Carroll Avenue (Signalized)
Scenario Peak Hour Intersection NB SB SE NW
Build-Out (2021)
Total Traffic
Inbound 23.4 (C) 0.8 (A) 56.9 (E) --- 50.5 (D)
Outbound 154.1 (F) 0.9 (A) 131.0 (F) --- 208.0 (F)
SH 114 EBFR and Carroll Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Build-Out (2021)
Total Traffic
Inbound 35.0 (C) 52.2 (D) --- 39.7 (D) 1.6 (A)
Outbound 24.4 (C) 54.4 (D) --- 33.9 (C) 2.6 (A)
SH 114 WBFR and Grace Lane (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NB SB
Build-Out (2021)
Total Traffic
Inbound ---4
Outbound ---4
SH 114 WBFR and Blessed Way (Side-Street Stop Control)
Scenario Peak Hour Intersection SE NW NE SW
Build-Out (2021)
Total Traffic
Inbound ---1 --- 0.0 (A) --- 0.0 (A)
Outbound ---1 --- 0.0 (A) --- 0.0 (A)
Kimball Avenue and Highland Street (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NBL SB
Build-Out (2021)
Total Traffic
Inbound ---1 11.1 (B) --- 8.7 (A) 0.0 (A)
Outbound ---1 14.4 (B) --- 8.3 (A) 0.0 (A)
Kimball Avenue and Kirkwood Boulevard/Still Water Court (Two-Way Stop Control)
Scenario Peak Hour Intersection EB WB NBL SB
Build-Out (2021)
Total Traffic
Inbound ---1 24.1 (C) 55.0 (F)
V/C =0.05 [2] 11.2 (B) ---
Outbound 22.9 (C)3 18.6 (B)3 0.0 (A)3 27.9 (C)3 27.1 (C)3
SH 114 WBFR and Kimball Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Build-Out (2021)
Total Traffic
Inbound 72.5 (E) --- 117.3 (F) 3.2 (A) 37.2 (D)
Outbound 47.2 (D) --- 74.6 (E) 5.9 (A) 48.2 (D)
SH 114 EBFR and Kimball Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Build-Out (2021)
Total Traffic
Inbound 36.8 (D) 66.9 (E) --- 52.9 (D) 2.3 (A)
Outbound 42.0 (D) 98.8 (F) --- 56.1 (D) 4.2 (A)
1 HCM methodology does not provide intersection-wide delay/level of service for Side-Street Stop Control or Two-Way Stop Control analysis;
2 Delay in seconds/vehicle (Level of Service); V/C = volume to capacity ratio ; [#] = 95th percentile queue length in vehicles; 3 Modeled as
signalized intersection for period when managed by police officers; 4 non-standard lane configuration does not allow for HCM results
Specifically, the existing signal phasing for both the SH 114 interchanges with Carroll Avenue and
Kimball Avenue is a 4-phase Texas Diamond pattern, where each of the four approaches to the
closely-spaced signals receives its own green phase, with only small “overlap” intervals processing
two-way traffic in opposite directions on the bridges at any one time. This type of phasing is
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 38
generally well-suited for weekday commuter peak periods with congestion in multiple, conflicting
directions and helps avoid queued traffic spilling back from one congested intersection into the
adjacent, closely spaced intersection. However, for the highly imbalanced directional flows typical
of Sunday church arrival and dismissal periods, a 3-phase scheme was found by Lee Engineering
to offer significant operational improvements.
Table 10 shows the capacity analysis results with timing and phasing improvements. As shown,
each signalized intersection and each of their approaches are projected to operate at acceptable
level of service with the changes. Since these changes can be implemented with minimal cost, the
City of Southlake should consider implementing them sooner, prior to the church expansion, to
remedy the poor levels of service shown in Tables 7 and 8.
The SH 114 WBFR and Grace Lane intersection is also expected to experience less congestion
with the improvements, since the downstream phasing changes at the signalized intersection of the
SH 114 WBFR and Carroll Avenue will result in shorter queues that do not back up to this location.
Since HCM methods are not available at this intersection, testing of this hypothesis in SimTraffic
was again required. For a more efficient analysis and review, SimTraffic testing was limited to
the worst-case horizon year total traffic scenario, as presented in a later section.
Table 10: Capacity Analysis Results – Build-out (2021) Total Traffic Conditions with Improvements
Carroll Avenue and Highland Street (Managed by police officers; modeled as traffic signal)
Scenario Peak Hour Intersection EB WB NB SB
Build-Out (2021)
Total Traffic
with Improvements
Inbound 10.2 (B)1 0.0 (A) 23.3 (C) 8.0 (A) 10.8 (B)
Outbound 23.4 (C) 3.5 (A) 28.4 (C) 24.5 (C) 14.7 (B)
SH 114 WBFR and Carroll Avenue (Signalized)
Scenario Peak Hour Intersection NB SB SE NW
Build-Out (2021)
Total Traffic
with Improvements
Inbound 18.1 (B) 14.8 (B) 22.9 (C) --- 22.2 (C)
Outbound 41.0 (D) 41.9 (D) 38.3 (D) --- 41.9 (D)
SH 114 EBFR and Carroll Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Build-Out (2021)
Total Traffic
with Improvements
Inbound 21.4 (C) 28.1 (C) --- 20.2 (C) 12.1 (B)
Outbound 24.7 (C) 23.0 (C) --- 25.9 (C) 25.1 (C)
SH 114 WBFR and Kimball Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Build-Out (2021)
Total Traffic
with Improvements
Inbound 25.7 (C) --- 35.2 (D) 11.1 (B) 18.4 (B)
Outbound 33.7 (C) --- 42.7 (D) 34.6 (C) 27.9 (C)
SH 114 EBFR and Kimball Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Build-Out (2021)
Total Traffic
with Improvements
Inbound 17.6 (B) 27.2 (C) --- 16.5 (B) 10.5 (B)
Outbound 34.7 (C) 44.6 (D) --- 32.1 (C) 30.4 (C)
1 Delay in seconds/vehicle (Level of Service)
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 39
Horizon Year (2026) Traffic Conditions
Background Conditions
The following input parameters were used for this analysis:
The existing lane configurations shown in Figure 3
The horizon year (2026) background traffic volumes shown in Figure 10.
The improved signal timing/phasing plans for the SH 114 frontage roads at Carroll Avenue
and Kimball Avenue, developed for 2021 conditions as described in the previous section.
Traffic management by law enforcement officers was modeled as an uncoordinated signal
at Kimball Ave and Kirkwood Blvd/Stillwater Ct and at Carroll Avenue at Highland Street
for the outbound peak period.
This scenario includes growth in other traffic through 2026 without expansion of Gateway Church.
As discussed in the build-out year (2021) analysis, further increases in traffic are predicted to
worsen delays at the intersections and/or approaches that were predicted to operate beyond LOS
D in the background condition. A 2% growth rate over five years would also worsen the delay at
the intersections and/approaches that were predicted to at LOS beyond D in the build-out year
(2021) background condition. Therefore, the improvements assumed under the build-out year
(2021) total conditions were also assumed for this analysis.
Table 11 shows the capacity analysis results for the Horizon Year (2026) background traffic
conditions. Based on the data presented in this table, all the study area intersections and side-street
approaches of unsignalized intersections are predicted to operate at LOS D or better except the
westbound approach of Still Water Court at Kimball Avenue during the inbound peak. However,
the V/C ratio indicates that the volume is not predicted to exceed the capacity at this approach.
The SH 114 WBFR and Grace Lane intersection is also expected to experience less congestion
with the improvements, since the downstream phasing changes at the signalized intersection of the
SH 114 WBFR and Carroll Avenue will result in shorter queues that do not back up to this location.
Since HCM methods are not available at this intersection, testing of this hypothesis in SimTraffic
was again required. For a more efficient analysis and review, SimTraffic testing was limited to
the worst-case horizon year total traffic scenario, as presented in the following section.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 40
Table 11: Capacity Analysis Results – Horizon (2026) Background Traffic Conditions
SH 114 WBFR and Highland Street (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NW SB
Horizon (2026)
Background Traffic
Inbound ---1 --- 9.2 (A) 0.0 (A) ---
Outbound ---1 --- 10.4 (B) 0.0 (A) ---
Carroll Avenue and Highland Street (Managed by police officers; modeled as traffic signal)
Scenario Peak Hour Intersection EB WB NB SB
Horizon (2026)
Background Traffic
Inbound 7.5 (A) 0.0 (A) 20.6 (C) 5.9 (A) 6.9 (A)
Outbound 17.7 (B) 3.6 (A) 20.9 (C) 19.6 (B) 14.0 (B)
SH 114 WBFR and Carroll Avenue (Signalized)
Scenario Peak Hour Intersection NB SB SE NW
Horizon (2026)
Background Traffic
Inbound 17.5 (B) 12.6 (B) 22.1 (C) --- 23.3 (C)
Outbound 40.0 (D) 49.5 (D) 37.3 (D) --- 38.1 (D)
SH 114 EBFR and Carroll Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Horizon (2026)
Background Traffic
Inbound 20.1 (C) 27.3 (C) --- 18.0 (B) 11.2 (B)
Outbound 28.4 (C) 25.5 (C) --- 30.4 (C) 29.3 (C)
SH 114 WBFR and Grace Lane (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NB SB
Horizon (2026)
Background Traffic
Inbound ---4
Outbound ---4
SH 114 WBFR and Blessed Way (Side-Street Stop Control)
Scenario Peak Hour Intersection SE NW NE SW
Horizon (2026)
Background Traffic
Inbound ---1 --- 0.0 (A) --- 0.0 (A)
Outbound ---1 --- 0.0 (A) --- 0.0 (A)
Kimball Avenue and Highland Street (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NBL SB
Horizon (2026)
Background Traffic
Inbound ---1 11.5 (B) --- 8.9 (A) 0.0 (A)
Outbound ---1 15.8 (C) --- 8.5 (A) 0.0 (A)
Kimball Avenue and Kirkwood Boulevard/Still Water Court (Two-Way Stop Control)
Scenario Peak Hour Intersection EB WB NBL SB
Horizon (2026)
Background Traffic
Inbound ---1 20.7 (C) 52.3 (F)
V/C =0.06 [1] 11.1 (B) ---
Outbound 22.9 (C)3 18.6 (B)3 0.0 (A)3 27.9 (C)3 27.1 (C)3
SH 114 WBFR and Kimball Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Horizon (2026)
Background Traffic
Inbound 24.7 (C) --- 33.3 (C) 11.6 (B) 18.3 (B)
Outbound 20.3 (C) --- 15.2 (B) 24.5 (C) 24.0 (C)
SH 114 EBFR and Kimball Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Horizon (2026)
Background Traffic
Inbound 18.3 (B) 29.0 (C) --- 16.9 (B) 11.0 (B)
Outbound 36.7 (D) 49.1 (D) --- 34.4 (C) 29.0 (C)
1 HCM methodology does not provide intersection-wide delay/level of service for Side-Street Stop Control or Two-Way Stop Control analysis;
2 Delay in seconds/vehicle (Level of Service); V/C = volume to capacity ratio ; [#] = 95th percentile queue length in vehicles; 3 Modeled as
signalized intersection for period when managed by police officers; 4 non-standard lane configuration does not allow for HCM results
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 41
Total Conditions
The following input parameters were used for this analysis:
The existing lane configurations shown in Figure 3
The horizon year (2026) total traffic volumes shown in Figure 15.
The improved signal timing/phasing plans for the SH 114 frontage roads at Carroll Avenue
and Kimball Avenue, developed for 2021 conditions as described in the previous section.
Traffic management by law enforcement officers was modeled as an uncoordinated signal
at Kimball Ave and Kirkwood Blvd/Stillwater Ct and at Carroll Avenue at Highland Street
for the outbound peak period.
Table 12 shows the capacity analysis results for the horizon year (2026) total traffic conditions.
Based on the data presented in this table, all the study area intersections and stop-controlled
approaches of unsignalized intersections are predicted to operate at LOS D or better except the
westbound approach of Still Water Court at Kimball Avenue during the inbound peak. However,
the V/C ratio indicates that the volume is not predicted to exceed the capacity at this approach.
The SH 114 WBFR and Grace Lane intersection is also expected to experience less congestion
with the improvements, since the downstream phasing changes at the signalized intersection of the
SH 114 WBFR and Carroll Avenue will result in shorter queues that do not back up to this location.
Since HCM methods are not available at this intersection, testing of this hypothesis in SimTraffic
was again required.
Traffic simulation of this intersection indicated that during the short 15-minute outbound peak
after church dismissal, a rolling westbound queue along SH 114 WBFR is still projected to form
from Carroll Avenue and extend beyond Grace Lane. Although at maximum extent this queue was
similar to the one observed in the SimTraffic model under the existing conditions, the queue took
much longer to form within the 15-minute peak period than under the existing conditions model.
Figure 17 shows a screen capture of this queue.
Based on the SimTraffic delay estimates, the southbound right turn at the intersection of SH 114
WBFR and Grace Lane is predicted to experience delay of about 68 seconds per vehicle. While
this delay corresponds to LOS F, it is much less than the 210 seconds of delay per vehicle estimated
under existing conditions prior to six years of background traffic growth and the proposed church
expansion. Given the short period when delays will be occurring during church dismissal, this
result is considered acceptable.
SimTraffic estimates that the predicted delay for the southbound approach of Grace Lane under
horizon year (2026) total traffic conditions is less than the predicted delay of the same approach
under the existing condition. Therefore, it was concluded that the signal timing improvements at
the intersection of Carroll Avenue and SH 114 frontage roads would positively impact Grace Lane
as well.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 42
Table 12: Capacity Analysis Results – Horizon Year (2026) Total Traffic Conditions
SH 114 WBFR and Highland Street (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NW SB
Horizon (2026)
Total Traffic
Inbound ---1 --- 9.2 (A) 0.0 (A) ---
Outbound ---1 --- 10.8 (B) 0.0 (A) ---
Carroll Avenue and Highland Street (Managed by police officers; modeled as traffic signal)
Scenario Peak Hour Intersection EB WB NB SB
Horizon (2026)
Total Traffic
Inbound 11.3 (B) 0.0 (A) 24.9 (C) 9.2 (A) 11.2 (B)
Outbound 25.4 (C) 3.5 (A) 32.0 (C) 26.5 (B) 15.1 (B)
SH 114 WBFR and Carroll Avenue (Signalized)
Scenario Peak Hour Intersection NB SB SE NW
Horizon (2026)
Total Traffic
Inbound 19.7 (B) 16.9 (B) 24.1 (C) --- 22.5 (C)
Outbound 47.0 (D) 56.4 (E) 43.6 (D) --- 45.7 (D)
SH 114 EBFR and Carroll Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Horizon (2026)
Total Traffic
Inbound 22.1 (C) 27.7 (C) --- 21.8 (C) 13.6 (B)
Outbound 29.7 (C) 24.9 (C) --- 31.8 (C) 31.6 (C)
SH 114 WBFR and Grace Lane (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NB SB
Horizon (2026)
Total Traffic
Inbound ---4
Outbound ---4
SH 114 WBFR and Blessed Way (Side-Street Stop Control)
Scenario Peak Hour Intersection SE NW NE SW
Horizon (2026)
Total Traffic
Inbound ---1 --- 0.0 (A) --- 0.0 (A)
Outbound ---1 --- 0.0 (A) --- 0.0 (A)
Kimball Avenue and Highland Street (Side-Street Stop Control)
Scenario Peak Hour Intersection EB WB NBL SB
Horizon (2026)
Total Traffic
Inbound ---1 11.5 (B) --- 8.9 (A) 0.0 (A)
Outbound ---1 16.0 (C) --- 8.5 (A) 0.0 (A)
Kimball Avenue and Kirkwood Boulevard/Still Water Court (Two-Way Stop Control)
Scenario Peak Hour Intersection EB WB NBL SB
Horizon (2026)
Total Traffic
Inbound --- 20.9 (C) 52.3 (F)
V/C =0.06 [1] 11.1 (B) ---
Outbound 25.7 (C)3 21.2 (C)3 5.0 (A)3 30.5 (C)3 29.5 (C)3
SH 114 WBFR and Kimball Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Horizon (2026)
Total Traffic
Inbound 27.8 (C) --- 38.2 (D) 12.8 (B) 19.1 (B)
Outbound 38.2 (D) --- 51.7 (D) 31.7 (C) 32.5 (C)
SH 114 EBFR and Kimball Avenue (Signalized)
Scenario Peak Hour Intersection EB WB NB SB
Horizon (2026)
Total Traffic
Inbound 18.7 (B) 28.2 (C) --- 17.7 (B) 11.6 (B)
Outbound 42.7 (D) 51.5 (D) --- 31.3 (C) 40.9 (D)
1 HCM methodology does not provide intersection-wide delay/level of service for Side-Street Stop Control or Two-Way Stop Control analysis;
2 Delay in seconds/vehicle (Level of Service); V/C = volume to capacity ratio ; [#] = 95th percentile queue length in vehicles; 3 Modeled as
signalized intersection for period when managed by police officers; 4 non-standard lane configuration does not allow for HCM results
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 43
Figure 17: SH 114 WBFR Queue Near Grace Lane During the Outbound Peak
(Horizon Year Total Conditions)
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 44
CONCLUSIONS
Based on the analysis of the proposed site plan and characteristics of the proposed Gateway
Church, the following conclusions can be made:
The proposed development is predicted to generate 671 new inbound peak hour trips and
885 outbound peak hour trips.
Under the existing condition:
o The westbound approach of Highland Street at Carroll Avenue operates below LOS
D during the inbound and outbound peaks. However, the volume for this approach
is below or at capacity, and the duration of this condition is limited to a short time
after church dismissal.
o The intersection of Kimball Avenue at SH 114 WBFR is predicted to operate below
LOS D during the inbound peak hour.
o The intersection of Carroll Avenue at SH 114 WBFR is predicted to operate below
LOS D during the outbound peak hour.
Two percent growth in traffic over one year is not predicted to significantly worsen
conditions at the above intersection approaches in the build-out year (2021) background
conditions.
Addition of site traffic is predicted to worsen delays at:
o The westbound approach of Highland Street at Carroll Avenue (both peak periods)
o The intersection of Kimball Avenue at SH 114 WBFR (inbound peak period)
o The intersection of Carroll Avenue at SH 114 WBFR (Outbound peak period)
To improve the operations at these intersections, Lee Engineering recommends the
following improvements:
o Modify signal timing and phasing at the intersections of the SH 114 Frontage Roads
with Carroll Avenue and Kimball Avenue. Specifically, 4-phase Texas diamond
phasing should be replaced with 3-phase diamond phasing during peak church
arrival and dismissal periods.
o Facilitate the ingress and egress of traffic with the presence of law enforcement
officers at the intersection of Carroll Avenue and Highland Street during the
inbound and outbound peak periods.
Under the horizon year (2026) scenarios and with improvements, all the study area
intersections and stop-controlled approaches of unsignalized intersections are predicted to
operate at LOS D or better except the westbound approach of Still Water Court at Kimball
Avenue during the inbound peak. However, the volume on this approach is very low and
the V/C ratio indicates that the volume is not predicted to exceed the capacity, so no further
action is recommended.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 45
Note that the City of Southlake had originally requested that this study include qualitative field
observations of existing traffic conditions in and around the study area. Observations were to have
focused on queues and delays at the study intersections, as well as observations of the interaction
between:
The U-turn movement entering the eastbound SH 114 frontage road, with much of its
volume likely destined for the SH 114 mainlanes on-ramp,
Northbound right turns from Carroll Ave weaving across the eastbound SH 114 frontage
road to the same ramp,
U-turn movement traffic weaving across the frontage road to State Street, and
State Street traffic turning directly across the eastbound SH 114 frontage road to the same
ramp.
No traffic counts of State Street or other specific weaving volumes for this area were collected.
Gateway Church suspended services after the onset of the COVID-19 pandemic in mid-March
before Lee Engineering could make a field visit to conduct the above-described observations.
Video camera footage of the Carroll Ave at EBFR intersection taken prior to the pandemic was
reviewed, but it did not provide an adequate opportunity to observe the weaving conditions.
While church services have since resumed on a limited schedule, Lee Engineering believes traffic
demand likely remains suppressed and therefore observations made would not be typical of
conditions expected after traffic levels return to pre-pandemic conditions.
Traffic Impact Analysis for Gateway Church in Southlake Texas Page 46
APPENDIX
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: CARROLL AVE @
HIGHLAND ST
Site Code:
Start Date: 03/01/2020
Page No: 1
Turning Movement Data
Start Time
CARROLL AVE HIGHLAND ST CARROLL AVE HIGHLAND ST
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
8:30 AM 1 27 0 0 28 3 4 0 0 7 5 21 69 0 95 0 0 0 0 0 130
8:45 AM 14 28 3 0 45 2 4 1 0 7 21 30 123 0 174 0 0 2 0 2 228
Hourly Total 15 55 3 0 73 5 8 1 0 14 26 51 192 0 269 0 0 2 0 2 358
9:00 AM 7 34 3 0 44 6 0 0 0 6 4 14 56 0 74 0 0 0 0 0 124
9:15 AM 4 38 0 0 42 8 0 3 0 11 1 11 14 0 26 0 0 3 0 3 82
9:30 AM 4 44 0 0 48 4 0 0 0 4 0 17 10 0 27 0 0 1 0 1 80
9:45 AM 1 41 0 0 42 4 2 0 0 6 10 14 12 0 36 0 0 1 0 1 85
Hourly Total 16 157 3 0 176 22 2 3 0 27 15 56 92 0 163 0 0 5 0 5 371
10:00 AM 3 45 0 0 48 17 2 2 0 21 5 26 32 0 63 0 3 21 0 24 156
10:15 AM 6 44 1 0 51 53 5 5 0 63 9 33 111 0 153 1 1 4 1 7 274
10:30 AM 18 46 3 0 67 33 2 2 0 37 14 40 192 0 246 0 0 2 0 2 352
10:45 AM 5 73 6 0 84 16 4 7 0 27 16 68 110 0 194 1 0 6 0 7 312
Hourly Total 32 208 10 0 250 119 13 16 0 148 44 167 445 0 656 2 4 33 1 40 1094
11:00 AM 5 58 1 0 64 10 0 1 0 11 0 35 18 0 53 0 0 13 0 13 141
11:15 AM 0 44 1 0 45 8 2 1 0 11 3 36 8 0 47 1 0 7 0 8 111
11:30 AM 2 56 0 0 58 4 2 1 0 7 2 24 10 0 36 0 1 1 0 2 103
11:45 AM 2 53 1 0 56 26 3 3 0 32 0 30 23 0 53 1 1 2 0 4 145
Hourly Total 9 211 3 0 223 48 7 6 0 61 5 125 59 0 189 2 2 23 0 27 500
12:00 PM 3 30 2 0 35 87 15 13 0 115 2 60 36 0 98 2 4 19 0 25 273
12:15 PM 9 47 0 0 56 47 6 11 0 64 1 44 67 0 112 0 0 7 0 7 239
12:30 PM 7 63 2 0 72 51 7 6 0 64 1 38 61 0 100 0 1 7 0 8 244
12:45 PM 4 46 1 0 51 23 4 4 0 31 4 57 16 0 77 0 0 3 0 3 162
Hourly Total 23 186 5 0 214 208 32 34 0 274 8 199 180 0 387 2 5 36 0 43 918
1:00 PM 3 50 0 0 53 14 5 3 0 22 3 50 8 0 61 0 1 2 0 3 139
1:15 PM 1 58 2 0 61 12 2 2 0 16 3 48 8 0 59 0 1 2 0 3 139
1:30 PM 1 45 0 0 46 16 1 2 0 19 1 64 11 0 76 1 1 1 0 3 144
1:45 PM 1 47 3 0 51 41 8 7 0 56 1 58 9 0 68 0 0 4 0 4 179
Hourly Total 6 200 5 0 211 83 16 14 0 113 8 220 36 0 264 1 3 9 0 13 601
2:00 PM 2 72 6 0 80 15 2 2 0 19 2 54 15 0 71 0 0 6 0 6 176
2:15 PM 3 49 3 0 55 9 2 4 0 15 1 45 10 0 56 0 1 2 0 3 129
Grand Total 106 1138 38 0 1282 509 82 80 0 671 109 917 1029 0 2055 7 15 116 1 139 4147
Approach %8.3 88.8 3.0 0.0 -75.9 12.2 11.9 0.0 -5.3 44.6 50.1 0.0 -5.0 10.8 83.5 0.7 --
Total %2.6 27.4 0.9 0.0 30.9 12.3 2.0 1.9 0.0 16.2 2.6 22.1 24.8 0.0 49.6 0.2 0.4 2.8 0.0 3.4 -
Lights 102 1137 38 0 1277 509 81 76 0 666 109 916 1026 0 2051 7 14 116 0 137 4131
% Lights 96.2 99.9 100.0 -99.6 100.0 98.8 95.0 -99.3 100.0 99.9 99.7 -99.8 100.0 93.3 100.0 0.0 98.6 99.6
Mediums 4 1 0 0 5 0 1 4 0 5 0 1 3 0 4 0 1 0 1 2 16
% Mediums 3.8 0.1 0.0 -0.4 0.0 1.2 5.0 -0.7 0.0 0.1 0.3 -0.2 0.0 6.7 0.0 100.0 1.4 0.4
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks 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 0.0 0.0 0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: CARROLL AVE @
HIGHLAND ST
Site Code:
Start Date: 03/01/2020
Page No: 2
03/01/2020 8:30 AM
Ending At
03/01/2020 2:30 PM
Lights
Mediums
Articulated Trucks
CARROLL AVE [N]
Out In Total
999 1277 2276
5 5 10
0 0 0
1004 1282 2286
38 1137 102 0
0 1 4 0
0 0 0 0
38 1138 106 0
R T L U
1
1
5
0
0
8
1
1
4
2
O
u
t
6
7
1
0
5
6
6
6
I
n
1
8
2
1
0
1
3
1
8
0
8
T
o
t
a
l
H
I
G
H
L
A
N
D
S
T
[
E
]
R
8
0
0
4
7
6
T
8
2
0
1
8
1
L
5
0
9
0
0
5
0
9
U
0
0
0
0
1762 2051 3813
1 4 5
0 0 0
1763 2055 3818
Out In Total
CARROLL AVE [S]
U L T R
0 109 916 1026
0 0 1 3
0 0 0 0
0 109 917 1029
HI
G
H
L
A
N
D
S
T
[
W
]
To
t
a
l
36
5 4 0 36
9
In
13
7 2 0 13
9
Ou
t
22
8 2 0 23
0
0 1 0 1 U
7 0 0 7 L
14 1 0 15 T
11
6 0 0 11
6 R
Turning Movement Data Plot
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: CARROLL AVE @
HIGHLAND ST
Site Code:
Start Date: 03/01/2020
Page No: 3
Turning Movement Peak Hour Data (10:00 AM)
Start Time
CARROLL AVE HIGHLAND ST CARROLL AVE HIGHLAND ST
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
10:00 AM 3 45 0 0 48 17 2 2 0 21 5 26 32 0 63 0 3 21 0 24 156
10:15 AM 6 44 1 0 51 53 5 5 0 63 9 33 111 0 153 1 1 4 1 7 274
10:30 AM 18 46 3 0 67 33 2 2 0 37 14 40 192 0 246 0 0 2 0 2 352
10:45 AM 5 73 6 0 84 16 4 7 0 27 16 68 110 0 194 1 0 6 0 7 312
Total 32 208 10 0 250 119 13 16 0 148 44 167 445 0 656 2 4 33 1 40 1094
Approach %12.8 83.2 4.0 0.0 -80.4 8.8 10.8 0.0 -6.7 25.5 67.8 0.0 -5.0 10.0 82.5 2.5 --
Total %2.9 19.0 0.9 0.0 22.9 10.9 1.2 1.5 0.0 13.5 4.0 15.3 40.7 0.0 60.0 0.2 0.4 3.0 0.1 3.7 -
PHF 0.444 0.712 0.417 0.000 0.744 0.561 0.650 0.571 0.000 0.587 0.688 0.614 0.579 0.000 0.667 0.500 0.333 0.393 0.250 0.417 0.777
Lights 32 208 10 0 250 119 13 15 0 147 44 167 445 0 656 2 3 33 0 38 1091
% Lights 100.0 100.0 100.0 -100.0 100.0 100.0 93.8 -99.3 100.0 100.0 100.0 -100.0 100.0 75.0 100.0 0.0 95.0 99.7
Mediums 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 0 1 2 3
% Mediums 0.0 0.0 0.0 -0.0 0.0 0.0 6.3 -0.7 0.0 0.0 0.0 -0.0 0.0 25.0 0.0 100.0 5.0 0.3
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks 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 0.0 0.0 0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: CARROLL AVE @
HIGHLAND ST
Site Code:
Start Date: 03/01/2020
Page No: 4
Peak Hour Data
03/01/2020 10:00 AM
Ending At
03/01/2020 11:00 AM
Lights
Mediums
Articulated Trucks
CARROLL AVE [N]
Out In Total
184 250 434
1 0 1
0 0 0
185 250 435
10 208 32 0
0 0 0 0
0 0 0 0
10 208 32 0
R T L U
4
8
1
0
1
4
8
0
O
u
t
1
4
8
0
1
1
4
7
I
n
6
2
9
0
2
6
2
7
T
o
t
a
l
H
I
G
H
L
A
N
D
S
T
[
E
]
R
1
6
0
1
1
5
T
1
3
0
0
1
3
L
1
1
9
0
0
1
1
9
U
0
0
0
0
360 656 1016
0 0 0
0 0 0
360 656 1016
Out In Total
CARROLL AVE [S]
U L T R
0 44 167 445
0 0 0 0
0 0 0 0
0 44 167 445
HI
G
H
L
A
N
D
S
T
[
W
]
To
t
a
l
10
5 3 0 10
8
In 38 2 0 40
Ou
t
67 1 0 68
0 1 0 1 U
2 0 0 2 L
3 1 0 4 T
33 0 0 33 R
Turning Movement Peak Hour Data Plot (10:00 AM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: CARROLL AVE @
HIGHLAND ST
Site Code:
Start Date: 03/01/2020
Page No: 5
Turning Movement Peak Hour Data (12:00 PM)
Start Time
CARROLL AVE HIGHLAND ST CARROLL AVE HIGHLAND ST
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
12:00 PM 3 30 2 0 35 87 15 13 0 115 2 60 36 0 98 2 4 19 0 25 273
12:15 PM 9 47 0 0 56 47 6 11 0 64 1 44 67 0 112 0 0 7 0 7 239
12:30 PM 7 63 2 0 72 51 7 6 0 64 1 38 61 0 100 0 1 7 0 8 244
12:45 PM 4 46 1 0 51 23 4 4 0 31 4 57 16 0 77 0 0 3 0 3 162
Total 23 186 5 0 214 208 32 34 0 274 8 199 180 0 387 2 5 36 0 43 918
Approach %10.7 86.9 2.3 0.0 -75.9 11.7 12.4 0.0 -2.1 51.4 46.5 0.0 -4.7 11.6 83.7 0.0 --
Total %2.5 20.3 0.5 0.0 23.3 22.7 3.5 3.7 0.0 29.8 0.9 21.7 19.6 0.0 42.2 0.2 0.5 3.9 0.0 4.7 -
PHF 0.639 0.738 0.625 0.000 0.743 0.598 0.533 0.654 0.000 0.596 0.500 0.829 0.672 0.000 0.864 0.250 0.313 0.474 0.000 0.430 0.841
Lights 22 186 5 0 213 208 32 33 0 273 8 199 180 0 387 2 5 36 0 43 916
% Lights 95.7 100.0 100.0 -99.5 100.0 100.0 97.1 -99.6 100.0 100.0 100.0 -100.0 100.0 100.0 100.0 -100.0 99.8
Mediums 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2
% Mediums 4.3 0.0 0.0 -0.5 0.0 0.0 2.9 -0.4 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 0.2
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks 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 -0.0 0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: CARROLL AVE @
HIGHLAND ST
Site Code:
Start Date: 03/01/2020
Page No: 6
Peak Hour Data
03/01/2020 12:00 PM
Ending At
03/01/2020 1:00 PM
Lights
Mediums
Articulated Trucks
CARROLL AVE [N]
Out In Total
234 213 447
1 1 2
0 0 0
235 214 449
5 186 22 0
0 0 1 0
0 0 0 0
5 186 23 0
R T L U
2
0
8
0
1
2
0
7
O
u
t
2
7
4
0
1
2
7
3
I
n
4
8
2
0
2
4
8
0
T
o
t
a
l
H
I
G
H
L
A
N
D
S
T
[
E
]
R
3
4
0
1
3
3
T
3
2
0
0
3
2
L
2
0
8
0
0
2
0
8
U
0
0
0
0
430 387 817
0 0 0
0 0 0
430 387 817
Out In Total
CARROLL AVE [S]
U L T R
0 8 199 180
0 0 0 0
0 0 0 0
0 8 199 180
HI
G
H
L
A
N
D
S
T
[
W
]
To
t
a
l
88 0 0 88
In 43 0 0 43
Ou
t
45 0 0 45
0 0 0 0 U
2 0 0 2 L
5 0 0 5 T
36 0 0 36 R
Turning Movement Peak Hour Data Plot (12:00 PM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
HIGHLAND ST - ORIGINAL
DATA
Site Code:
Start Date: 03/01/2020
Page No: 1
Turning Movement Data
Start Time
KIMBALL AVE Westbound St.KIMBALL AVE HIGHLAND ST
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
8:30 AM 0 76 0 0 76 0 0 0 0 0 2 67 0 0 69 0 0 3 0 3 148
8:45 AM 0 80 0 0 80 0 0 0 0 0 3 62 0 0 65 4 0 2 0 6 151
Hourly Total 0 156 0 0 156 0 0 0 0 0 5 129 0 0 134 4 0 5 0 9 299
9:00 AM 0 72 0 0 72 0 0 0 0 0 5 59 0 0 64 1 0 2 0 3 139
9:15 AM 0 88 0 0 88 0 0 0 0 0 2 42 0 1 45 3 0 5 0 8 141
9:30 AM 0 96 0 0 96 0 0 0 0 0 1 35 0 0 36 2 0 6 0 8 140
9:45 AM 0 85 0 0 85 0 0 0 0 0 3 66 0 1 70 3 0 6 0 9 164
Hourly Total 0 341 0 0 341 0 0 0 0 0 11 202 0 2 215 9 0 19 0 28 584
10:00 AM 0 74 0 0 74 0 0 0 0 0 8 83 0 0 91 3 0 4 0 7 172
10:15 AM 0 100 0 0 100 0 0 0 0 0 9 101 0 0 110 1 0 8 0 9 219
10:30 AM 0 136 0 0 136 0 0 0 0 0 3 81 0 0 84 1 0 12 0 13 233
10:45 AM 0 117 0 0 117 0 0 0 0 0 5 73 0 0 78 4 0 3 0 7 202
Hourly Total 0 427 0 0 427 0 0 0 0 0 25 338 0 0 363 9 0 27 0 36 826
11:00 AM 0 140 0 0 140 0 0 0 0 0 3 80 0 0 83 2 0 2 0 4 227
11:15 AM 0 90 0 0 90 0 0 0 0 0 5 102 0 1 108 0 0 5 0 5 203
11:30 AM 0 119 0 0 119 0 0 0 0 0 1 106 0 0 107 2 0 8 0 10 236
11:45 AM 0 98 0 0 98 0 0 0 0 0 7 94 0 0 101 2 0 8 0 10 209
Hourly Total 0 447 0 0 447 0 0 0 0 0 16 382 0 1 399 6 0 23 0 29 875
12:00 PM 0 102 0 0 102 0 0 0 0 0 7 129 0 0 136 6 0 4 0 10 248
12:15 PM 0 125 0 0 125 0 0 0 0 0 3 132 0 0 135 1 0 6 0 7 267
12:30 PM 0 159 0 0 159 0 0 0 0 0 2 119 0 0 121 3 0 11 0 14 294
12:45 PM 0 105 0 0 105 0 0 0 0 0 8 126 0 0 134 3 0 11 0 14 253
Hourly Total 0 491 0 0 491 0 0 0 0 0 20 506 0 0 526 13 0 32 0 45 1062
1:00 PM 0 104 0 0 104 0 0 0 0 0 7 110 0 0 117 2 0 3 0 5 226
1:15 PM 0 107 0 0 107 0 0 0 0 0 8 123 0 0 131 1 0 3 0 4 242
1:30 PM 0 97 0 0 97 0 0 0 0 0 10 139 0 0 149 1 0 4 0 5 251
1:45 PM 0 85 0 0 85 0 0 0 0 0 9 128 0 0 137 1 0 4 0 5 227
Hourly Total 0 393 0 0 393 0 0 0 0 0 34 500 0 0 534 5 0 14 0 19 946
2:00 PM 0 87 0 0 87 0 0 0 0 0 6 135 0 0 141 3 0 8 0 11 239
2:15 PM 0 92 0 0 92 0 0 0 0 0 7 130 0 0 137 1 0 7 0 8 237
Grand Total 0 2434 0 0 2434 0 0 0 0 0 124 2322 0 3 2449 50 0 135 0 185 5068
Approach %0.0 100.0 0.0 0.0 -0.0 0.0 0.0 0.0 -5.1 94.8 0.0 0.1 -27.0 0.0 73.0 0.0 --
Total %0.0 48.0 0.0 0.0 48.0 0.0 0.0 0.0 0.0 0.0 2.4 45.8 0.0 0.1 48.3 1.0 0.0 2.7 0.0 3.7 -
Lights 0 2427 0 0 2427 0 0 0 0 0 124 2315 0 3 2442 50 0 134 0 184 5053
% Lights -99.7 --99.7 -----100.0 99.7 -100.0 99.7 100.0 -99.3 -99.5 99.7
Mediums 0 7 0 0 7 0 0 0 0 0 0 7 0 0 7 0 0 1 0 1 15
% Mediums -0.3 --0.3 -----0.0 0.3 -0.0 0.3 0.0 -0.7 -0.5 0.3
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks -0.0 --0.0 -----0.0 0.0 -0.0 0.0 0.0 -0.0 -0.0 0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
HIGHLAND ST - ORIGINAL
DATA
Site Code:
Start Date: 03/01/2020
Page No: 2
03/01/2020 8:30 AM
Ending At
03/01/2020 2:30 PM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
2365 2427 4792
7 7 14
0 0 0
2372 2434 4806
0 2427 0 0
0 7 0 0
0 0 0 0
0 2434 0 0
R T L U
0
0
0
0
O
u
t
0
0
0
0
I
n
0
0
0
0
T
o
t
a
l
W
e
s
t
b
o
u
n
d
S
t
.
[
E
]
R
0
0
0
0
T
0
0
0
0
L
0
0
0
0
U
0
0
0
0
2564 2442 5006
8 7 15
0 0 0
2572 2449 5021
Out In Total
KIMBALL AVE [S]
U L T R
3 124 2315 0
0 0 7 0
0 0 0 0
3 124 2322 0
HI
G
H
L
A
N
D
S
T
[
W
]
To
t
a
l
30
8 1 0 30
9
In
18
4 1 0 18
5
Ou
t
12
4 0 0 12
4
0 0 0 0 U
50 0 0 50 L
0 0 0 0 T
13
4 1 0 13
5 R
Turning Movement Data Plot
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
HIGHLAND ST - ORIGINAL
DATA
Site Code:
Start Date: 03/01/2020
Page No: 3
Turning Movement Peak Hour Data (10:15 AM)
Start Time
KIMBALL AVE Westbound St.KIMBALL AVE HIGHLAND ST
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
10:15 AM 0 100 0 0 100 0 0 0 0 0 9 101 0 0 110 1 0 8 0 9 219
10:30 AM 0 136 0 0 136 0 0 0 0 0 3 81 0 0 84 1 0 12 0 13 233
10:45 AM 0 117 0 0 117 0 0 0 0 0 5 73 0 0 78 4 0 3 0 7 202
11:00 AM 0 140 0 0 140 0 0 0 0 0 3 80 0 0 83 2 0 2 0 4 227
Total 0 493 0 0 493 0 0 0 0 0 20 335 0 0 355 8 0 25 0 33 881
Approach %0.0 100.0 0.0 0.0 -0.0 0.0 0.0 0.0 -5.6 94.4 0.0 0.0 -24.2 0.0 75.8 0.0 --
Total %0.0 56.0 0.0 0.0 56.0 0.0 0.0 0.0 0.0 0.0 2.3 38.0 0.0 0.0 40.3 0.9 0.0 2.8 0.0 3.7 -
PHF 0.000 0.880 0.000 0.000 0.880 0.000 0.000 0.000 0.000 0.000 0.556 0.829 0.000 0.000 0.807 0.500 0.000 0.521 0.000 0.635 0.945
Lights 0 492 0 0 492 0 0 0 0 0 20 334 0 0 354 8 0 25 0 33 879
% Lights -99.8 --99.8 -----100.0 99.7 --99.7 100.0 -100.0 -100.0 99.8
Mediums 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
% Mediums -0.2 --0.2 -----0.0 0.3 --0.3 0.0 -0.0 -0.0 0.2
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks -0.0 --0.0 -----0.0 0.0 --0.0 0.0 -0.0 -0.0 0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
HIGHLAND ST - ORIGINAL
DATA
Site Code:
Start Date: 03/01/2020
Page No: 4
Peak Hour Data
03/01/2020 10:15 AM
Ending At
03/01/2020 11:15 AM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
342 492 834
1 1 2
0 0 0
343 493 836
0 492 0 0
0 1 0 0
0 0 0 0
0 493 0 0
R T L U
0
0
0
0
O
u
t
0
0
0
0
I
n
0
0
0
0
T
o
t
a
l
W
e
s
t
b
o
u
n
d
S
t
.
[
E
]
R
0
0
0
0
T
0
0
0
0
L
0
0
0
0
U
0
0
0
0
517 354 871
1 1 2
0 0 0
518 355 873
Out In Total
KIMBALL AVE [S]
U L T R
0 20 334 0
0 0 1 0
0 0 0 0
0 20 335 0
HI
G
H
L
A
N
D
S
T
[
W
]
To
t
a
l
53 0 0 53
In 33 0 0 33
Ou
t
20 0 0 20
0 0 0 0 U
8 0 0 8 L
0 0 0 0 T
25 0 0 25 R
Turning Movement Peak Hour Data Plot (10:15 AM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
HIGHLAND ST - ORIGINAL
DATA
Site Code:
Start Date: 03/01/2020
Page No: 5
Turning Movement Peak Hour Data (12:00 PM)
Start Time
KIMBALL AVE Westbound St.KIMBALL AVE HIGHLAND ST
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
12:00 PM 0 102 0 0 102 0 0 0 0 0 7 129 0 0 136 6 0 4 0 10 248
12:15 PM 0 125 0 0 125 0 0 0 0 0 3 132 0 0 135 1 0 6 0 7 267
12:30 PM 0 159 0 0 159 0 0 0 0 0 2 119 0 0 121 3 0 11 0 14 294
12:45 PM 0 105 0 0 105 0 0 0 0 0 8 126 0 0 134 3 0 11 0 14 253
Total 0 491 0 0 491 0 0 0 0 0 20 506 0 0 526 13 0 32 0 45 1062
Approach %0.0 100.0 0.0 0.0 -0.0 0.0 0.0 0.0 -3.8 96.2 0.0 0.0 -28.9 0.0 71.1 0.0 --
Total %0.0 46.2 0.0 0.0 46.2 0.0 0.0 0.0 0.0 0.0 1.9 47.6 0.0 0.0 49.5 1.2 0.0 3.0 0.0 4.2 -
PHF 0.000 0.772 0.000 0.000 0.772 0.000 0.000 0.000 0.000 0.000 0.625 0.958 0.000 0.000 0.967 0.542 0.000 0.727 0.000 0.804 0.903
Lights 0 490 0 0 490 0 0 0 0 0 20 503 0 0 523 13 0 31 0 44 1057
% Lights -99.8 --99.8 -----100.0 99.4 --99.4 100.0 -96.9 -97.8 99.5
Mediums 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 1 0 1 5
% Mediums -0.2 --0.2 -----0.0 0.6 --0.6 0.0 -3.1 -2.2 0.5
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks -0.0 --0.0 -----0.0 0.0 --0.0 0.0 -0.0 -0.0 0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
HIGHLAND ST - ORIGINAL
DATA
Site Code:
Start Date: 03/01/2020
Page No: 6
Peak Hour Data
03/01/2020 12:00 PM
Ending At
03/01/2020 1:00 PM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
516 490 1006
3 1 4
0 0 0
519 491 1010
0 490 0 0
0 1 0 0
0 0 0 0
0 491 0 0
R T L U
0
0
0
0
O
u
t
0
0
0
0
I
n
0
0
0
0
T
o
t
a
l
W
e
s
t
b
o
u
n
d
S
t
.
[
E
]
R
0
0
0
0
T
0
0
0
0
L
0
0
0
0
U
0
0
0
0
521 523 1044
2 3 5
0 0 0
523 526 1049
Out In Total
KIMBALL AVE [S]
U L T R
0 20 503 0
0 0 3 0
0 0 0 0
0 20 506 0
HI
G
H
L
A
N
D
S
T
[
W
]
To
t
a
l
64 1 0 65
In 44 1 0 45
Ou
t
20 0 0 20
0 0 0 0 U
13 0 0 13 L
0 0 0 0 T
31 1 0 32 R
Turning Movement Peak Hour Data Plot (12:00 PM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
HIGHLAND ST
Site Code:
Start Date: 03/08/2020
Page No: 1
Turning Movement Data
Start Time
KIMBALL AVE Westbound St.KIMBALL AVE HIGHLAND ST
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
8:30 AM 0 51 3 0 54 0 0 0 0 0 1 21 0 0 22 0 0 1 0 1 77
8:45 AM 0 42 4 0 46 0 0 0 0 0 1 23 0 0 24 1 0 1 0 2 72
Hourly Total 0 93 7 0 100 0 0 0 0 0 2 44 0 0 46 1 0 2 0 3 149
9:00 AM 0 53 1 0 54 0 0 0 0 0 2 26 0 0 28 1 0 1 0 2 84
9:15 AM 0 61 1 0 62 0 0 0 0 0 1 32 0 0 33 2 0 1 0 3 98
9:30 AM 0 60 0 0 60 0 0 0 0 0 0 46 0 0 46 0 0 2 0 2 108
9:45 AM 0 78 0 0 78 0 0 0 0 0 3 48 0 0 51 0 0 2 0 2 131
Hourly Total 0 252 2 0 254 0 0 0 0 0 6 152 0 0 158 3 0 6 0 9 421
10:00 AM 0 75 1 0 76 0 0 0 0 0 3 51 0 0 54 1 0 4 0 5 135
10:15 AM 0 86 1 0 87 0 0 0 0 0 2 54 0 0 56 3 0 3 0 6 149
10:30 AM 0 98 0 0 98 0 0 0 0 0 0 43 0 1 44 1 0 10 0 11 153
10:45 AM 0 96 2 0 98 0 0 0 0 0 5 71 0 1 77 2 0 8 0 10 185
Hourly Total 0 355 4 0 359 0 0 0 0 0 10 219 0 2 231 7 0 25 0 32 622
11:00 AM 0 72 2 0 74 0 0 0 0 0 2 56 0 0 58 1 0 6 0 7 139
11:15 AM 0 73 1 0 74 0 0 0 0 0 2 92 0 0 94 1 0 5 0 6 174
11:30 AM 0 118 0 0 118 0 0 0 0 0 5 100 0 0 105 3 0 6 0 9 232
11:45 AM 0 100 5 0 105 0 0 0 0 0 1 85 0 0 86 2 0 5 0 7 198
Hourly Total 0 363 8 0 371 0 0 0 0 0 10 333 0 0 343 7 0 22 0 29 743
12:00 PM 0 74 2 0 76 0 0 0 0 0 6 115 0 0 121 4 0 5 0 9 206
12:15 PM 0 107 1 0 108 0 0 0 0 0 8 103 0 0 111 3 0 2 0 5 224
12:30 PM 0 96 2 0 98 0 0 0 0 0 2 93 0 0 95 4 0 6 0 10 203
12:45 PM 0 115 0 0 115 0 0 0 0 0 3 104 0 0 107 1 0 3 0 4 226
Hourly Total 0 392 5 0 397 0 0 0 0 0 19 415 0 0 434 12 0 16 0 28 859
1:00 PM 0 89 3 0 92 0 0 0 0 0 8 88 0 0 96 3 0 7 0 10 198
1:15 PM 0 85 0 0 85 0 0 0 0 0 13 104 0 0 117 1 0 4 0 5 207
1:30 PM 0 85 2 0 87 0 0 0 0 0 2 126 0 0 128 1 0 3 0 4 219
1:45 PM 0 107 1 0 108 0 0 0 0 0 6 106 0 0 112 2 0 2 0 4 224
Hourly Total 0 366 6 0 372 0 0 0 0 0 29 424 0 0 453 7 0 16 0 23 848
2:00 PM 0 123 1 0 124 0 0 0 0 0 3 94 0 1 98 1 0 8 0 9 231
2:15 PM 0 113 2 0 115 0 0 0 0 0 5 113 0 0 118 1 0 2 0 3 236
Grand Total 0 2057 35 0 2092 0 0 0 0 0 84 1794 0 3 1881 39 0 97 0 136 4109
Approach %0.0 98.3 1.7 0.0 -0.0 0.0 0.0 0.0 -4.5 95.4 0.0 0.2 -28.7 0.0 71.3 0.0 --
Total %0.0 50.1 0.9 0.0 50.9 0.0 0.0 0.0 0.0 0.0 2.0 43.7 0.0 0.1 45.8 0.9 0.0 2.4 0.0 3.3 -
Lights 0 2053 35 0 2088 0 0 0 0 0 82 1789 0 3 1874 38 0 96 0 134 4096
% Lights -99.8 100.0 -99.8 -----97.6 99.7 -100.0 99.6 97.4 -99.0 -98.5 99.7
Mediums 0 3 0 0 3 0 0 0 0 0 2 4 0 0 6 1 0 1 0 2 11
% Mediums -0.1 0.0 -0.1 -----2.4 0.2 -0.0 0.3 2.6 -1.0 -1.5 0.3
Articulated
Trucks 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
% Articulated
Trucks -0.0 0.0 -0.0 -----0.0 0.1 -0.0 0.1 0.0 -0.0 -0.0 0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
HIGHLAND ST
Site Code:
Start Date: 03/08/2020
Page No: 2
03/08/2020 8:30 AM
Ending At
03/08/2020 2:30 PM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
1827 2088 3915
5 3 8
1 1 2
1833 2092 3925
35 2053 0 0
0 3 0 0
0 1 0 0
35 2057 0 0
R T L U
0
0
0
0
O
u
t
0
0
0
0
I
n
0
0
0
0
T
o
t
a
l
W
e
s
t
b
o
u
n
d
S
t
.
[
E
]
R
0
0
0
0
T
0
0
0
0
L
0
0
0
0
U
0
0
0
0
2152 1874 4026
4 6 10
1 1 2
2157 1881 4038
Out In Total
KIMBALL AVE [S]
U L T R
3 82 1789 0
0 2 4 0
0 0 1 0
3 84 1794 0
HI
G
H
L
A
N
D
S
T
[
W
]
To
t
a
l
25
1 4 0 25
5
In
13
4 2 0 13
6
Ou
t
11
7 2 0 11
9
0 0 0 0 U
38 1 0 39 L
0 0 0 0 T
96 1 0 97 R
Turning Movement Data Plot
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
HIGHLAND ST
Site Code:
Start Date: 03/08/2020
Page No: 3
Turning Movement Peak Hour Data (11:00 AM)
Start Time
KIMBALL AVE Westbound St.KIMBALL AVE HIGHLAND ST
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
11:00 AM 0 72 2 0 74 0 0 0 0 0 2 56 0 0 58 1 0 6 0 7 139
11:15 AM 0 73 1 0 74 0 0 0 0 0 2 92 0 0 94 1 0 5 0 6 174
11:30 AM 0 118 0 0 118 0 0 0 0 0 5 100 0 0 105 3 0 6 0 9 232
11:45 AM 0 100 5 0 105 0 0 0 0 0 1 85 0 0 86 2 0 5 0 7 198
Total 0 363 8 0 371 0 0 0 0 0 10 333 0 0 343 7 0 22 0 29 743
Approach %0.0 97.8 2.2 0.0 -0.0 0.0 0.0 0.0 -2.9 97.1 0.0 0.0 -24.1 0.0 75.9 0.0 --
Total %0.0 48.9 1.1 0.0 49.9 0.0 0.0 0.0 0.0 0.0 1.3 44.8 0.0 0.0 46.2 0.9 0.0 3.0 0.0 3.9 -
PHF 0.000 0.769 0.400 0.000 0.786 0.000 0.000 0.000 0.000 0.000 0.500 0.833 0.000 0.000 0.817 0.583 0.000 0.917 0.000 0.806 0.801
Lights 0 362 8 0 370 0 0 0 0 0 10 330 0 0 340 7 0 21 0 28 738
% Lights -99.7 100.0 -99.7 -----100.0 99.1 --99.1 100.0 -95.5 -96.6 99.3
Mediums 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 4
% Mediums -0.3 0.0 -0.3 -----0.0 0.6 --0.6 0.0 -4.5 -3.4 0.5
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
% Articulated
Trucks -0.0 0.0 -0.0 -----0.0 0.3 --0.3 0.0 -0.0 -0.0 0.1
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
HIGHLAND ST
Site Code:
Start Date: 03/08/2020
Page No: 4
Peak Hour Data
03/08/2020 11:00 AM
Ending At
03/08/2020 12:00 PM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
337 370 707
2 1 3
1 0 1
340 371 711
8 362 0 0
0 1 0 0
0 0 0 0
8 363 0 0
R T L U
0
0
0
0
O
u
t
0
0
0
0
I
n
0
0
0
0
T
o
t
a
l
W
e
s
t
b
o
u
n
d
S
t
.
[
E
]
R
0
0
0
0
T
0
0
0
0
L
0
0
0
0
U
0
0
0
0
383 340 723
2 2 4
0 1 1
385 343 728
Out In Total
KIMBALL AVE [S]
U L T R
0 10 330 0
0 0 2 0
0 0 1 0
0 10 333 0
HI
G
H
L
A
N
D
S
T
[
W
]
To
t
a
l
46 1 0 47
In 28 1 0 29
Ou
t
18 0 0 18
0 0 0 0 U
7 0 0 7 L
0 0 0 0 T
21 1 0 22 R
Turning Movement Peak Hour Data Plot (11:00 AM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
HIGHLAND ST
Site Code:
Start Date: 03/08/2020
Page No: 5
Turning Movement Peak Hour Data (1:30 PM)
Start Time
KIMBALL AVE Westbound St.KIMBALL AVE HIGHLAND ST
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
1:30 PM 0 85 2 0 87 0 0 0 0 0 2 126 0 0 128 1 0 3 0 4 219
1:45 PM 0 107 1 0 108 0 0 0 0 0 6 106 0 0 112 2 0 2 0 4 224
2:00 PM 0 123 1 0 124 0 0 0 0 0 3 94 0 1 98 1 0 8 0 9 231
2:15 PM 0 113 2 0 115 0 0 0 0 0 5 113 0 0 118 1 0 2 0 3 236
Total 0 428 6 0 434 0 0 0 0 0 16 439 0 1 456 5 0 15 0 20 910
Approach %0.0 98.6 1.4 0.0 -0.0 0.0 0.0 0.0 -3.5 96.3 0.0 0.2 -25.0 0.0 75.0 0.0 --
Total %0.0 47.0 0.7 0.0 47.7 0.0 0.0 0.0 0.0 0.0 1.8 48.2 0.0 0.1 50.1 0.5 0.0 1.6 0.0 2.2 -
PHF 0.000 0.870 0.750 0.000 0.875 0.000 0.000 0.000 0.000 0.000 0.667 0.871 0.000 0.250 0.891 0.625 0.000 0.469 0.000 0.556 0.964
Lights 0 427 6 0 433 0 0 0 0 0 16 439 0 1 456 5 0 15 0 20 909
% Lights -99.8 100.0 -99.8 -----100.0 100.0 -100.0 100.0 100.0 -100.0 -100.0 99.9
Mediums 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Mediums -0.0 0.0 -0.0 -----0.0 0.0 -0.0 0.0 0.0 -0.0 -0.0 0.0
Articulated
Trucks 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
% Articulated
Trucks -0.2 0.0 -0.2 -----0.0 0.0 -0.0 0.0 0.0 -0.0 -0.0 0.1
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
HIGHLAND ST
Site Code:
Start Date: 03/08/2020
Page No: 6
Peak Hour Data
03/08/2020 1:30 PM
Ending At
03/08/2020 2:30 PM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
444 433 877
0 0 0
0 1 1
444 434 878
6 427 0 0
0 0 0 0
0 1 0 0
6 428 0 0
R T L U
0
0
0
0
O
u
t
0
0
0
0
I
n
0
0
0
0
T
o
t
a
l
W
e
s
t
b
o
u
n
d
S
t
.
[
E
]
R
0
0
0
0
T
0
0
0
0
L
0
0
0
0
U
0
0
0
0
443 456 899
0 0 0
1 0 1
444 456 900
Out In Total
KIMBALL AVE [S]
U L T R
1 16 439 0
0 0 0 0
0 0 0 0
1 16 439 0
HI
G
H
L
A
N
D
S
T
[
W
]
To
t
a
l
42 0 0 42
In 20 0 0 20
Ou
t
22 0 0 22
0 0 0 0 U
5 0 0 5 L
0 0 0 0 T
15 0 0 15 R
Turning Movement Peak Hour Data Plot (1:30 PM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
KIRKWOOD BLVD
Site Code:
Start Date: 03/01/2020
Page No: 1
Turning Movement Data
Start Time
KIMBALL AVE STILL WATER CT KIMBALL AVE KIRKWOOD BLVD
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
8:30 AM 0 68 14 0 82 0 0 0 0 0 13 71 0 0 84 0 0 3 0 3 169
8:45 AM 0 67 16 0 83 0 0 0 0 0 35 63 0 0 98 1 1 4 0 6 187
Hourly Total 0 135 30 0 165 0 0 0 0 0 48 134 0 0 182 1 1 7 0 9 356
9:00 AM 0 71 7 0 78 0 0 0 0 0 12 64 0 0 76 1 0 7 0 8 162
9:15 AM 0 90 1 0 91 1 0 0 0 1 3 44 0 0 47 0 0 5 0 5 144
9:30 AM 0 100 4 0 104 0 0 0 0 0 4 37 0 0 41 0 0 3 0 3 148
9:45 AM 0 96 1 0 97 0 1 0 0 1 10 66 1 0 77 2 0 3 0 5 180
Hourly Total 0 357 13 0 370 1 1 0 0 2 29 211 1 0 241 3 0 18 0 21 634
10:00 AM 0 74 5 0 79 1 0 0 0 1 13 82 0 0 95 11 0 47 0 58 233
10:15 AM 0 89 17 0 106 0 0 0 0 0 37 99 0 0 136 14 0 55 0 69 311
10:30 AM 0 130 25 0 155 1 0 0 0 1 70 86 0 0 156 3 0 15 0 18 330
10:45 AM 0 122 9 0 131 0 0 0 0 0 18 77 2 0 97 1 0 5 0 6 234
Hourly Total 0 415 56 0 471 2 0 0 0 2 138 344 2 0 484 29 0 122 0 151 1108
11:00 AM 0 143 3 0 146 0 0 0 0 0 10 89 0 0 99 6 0 8 0 14 259
11:15 AM 0 103 1 0 104 1 0 0 0 1 4 99 0 0 103 3 0 4 0 7 215
11:30 AM 0 131 2 0 133 0 1 0 0 1 8 109 1 0 118 2 0 6 0 8 260
11:45 AM 0 106 1 0 107 1 0 0 0 1 11 98 0 0 109 8 0 56 0 64 281
Hourly Total 0 483 7 0 490 2 1 0 0 3 33 395 1 0 429 19 0 74 0 93 1015
12:00 PM 0 107 5 0 112 0 0 0 0 0 11 112 1 0 124 30 0 186 0 216 452
12:15 PM 0 122 7 0 129 0 0 0 0 0 28 134 0 0 162 4 0 51 0 55 346
12:30 PM 0 155 8 0 163 1 0 0 0 1 17 126 0 0 143 8 0 14 0 22 329
12:45 PM 0 123 1 0 124 1 0 0 0 1 14 133 1 0 148 1 0 11 0 12 285
Hourly Total 0 507 21 0 528 2 0 0 0 2 70 505 2 0 577 43 0 262 0 305 1412
1:00 PM 0 110 0 0 110 1 0 0 0 1 6 130 0 0 136 1 0 12 0 13 260
1:15 PM 0 116 0 0 116 0 1 0 0 1 3 142 0 0 145 2 0 11 0 13 275
1:30 PM 0 98 1 0 99 0 0 0 0 0 6 162 1 0 169 5 0 26 0 31 299
1:45 PM 0 90 2 0 92 0 0 0 0 0 9 128 1 0 138 11 0 83 0 94 324
Hourly Total 0 414 3 0 417 1 1 0 0 2 24 562 2 0 588 19 0 132 0 151 1158
2:00 PM 0 100 1 1 102 1 0 0 0 1 3 153 0 0 156 6 0 30 0 36 295
2:15 PM 0 89 3 0 92 1 0 0 0 1 7 141 1 0 149 1 0 8 0 9 251
Grand Total 0 2500 134 1 2635 10 3 0 0 13 352 2445 9 0 2806 121 1 653 0 775 6229
Approach %0.0 94.9 5.1 0.0 -76.9 23.1 0.0 0.0 -12.5 87.1 0.3 0.0 -15.6 0.1 84.3 0.0 --
Total %0.0 40.1 2.2 0.0 42.3 0.2 0.0 0.0 0.0 0.2 5.7 39.3 0.1 0.0 45.0 1.9 0.0 10.5 0.0 12.4 -
Lights 0 2494 132 1 2627 10 3 0 0 13 352 2438 9 0 2799 119 1 650 0 770 6209
% Lights -99.8 98.5 100.0 99.7 100.0 100.0 --100.0 100.0 99.7 100.0 -99.8 98.3 100.0 99.5 -99.4 99.7
Mediums 0 6 2 0 8 0 0 0 0 0 0 7 0 0 7 2 0 3 0 5 20
% Mediums -0.2 1.5 0.0 0.3 0.0 0.0 --0.0 0.0 0.3 0.0 -0.2 1.7 0.0 0.5 -0.6 0.3
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks -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 0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
KIRKWOOD BLVD
Site Code:
Start Date: 03/01/2020
Page No: 2
03/01/2020 8:30 AM
Ending At
03/01/2020 2:30 PM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
2558 2627 5185
9 8 17
0 0 0
2567 2635 5202
132 2494 0 1
2 6 0 0
0 0 0 0
134 2500 0 1
R T L U
1
0
0
0
1
0
O
u
t
1
3
0
0
1
3
I
n
2
3
0
0
2
3
T
o
t
a
l
S
T
I
L
L
W
A
T
E
R
C
T
[
E
]
R
0
0
0
0
T
3
0
0
3
L
1
0
0
0
1
0
U
0
0
0
0
3154 2799 5953
9 7 16
0 0 0
3163 2806 5969
Out In Total
KIMBALL AVE [S]
U L T R
0 352 2438 9
0 0 7 0
0 0 0 0
0 352 2445 9
KI
R
K
W
O
O
D
B
L
V
D
[
W
]
To
t
a
l
12
5
7
7 0
12
6
4
In
77
0 5 0 77
5
Ou
t
48
7 2 0 48
9
0 0 0 0 U
11
9 2 0 12
1 L
1 0 0 1 T
65
0 3 0 65
3 R
Turning Movement Data Plot
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
KIRKWOOD BLVD
Site Code:
Start Date: 03/01/2020
Page No: 3
Turning Movement Peak Hour Data (10:15 AM)
Start Time
KIMBALL AVE STILL WATER CT KIMBALL AVE KIRKWOOD BLVD
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
10:15 AM 0 89 17 0 106 0 0 0 0 0 37 99 0 0 136 14 0 55 0 69 311
10:30 AM 0 130 25 0 155 1 0 0 0 1 70 86 0 0 156 3 0 15 0 18 330
10:45 AM 0 122 9 0 131 0 0 0 0 0 18 77 2 0 97 1 0 5 0 6 234
11:00 AM 0 143 3 0 146 0 0 0 0 0 10 89 0 0 99 6 0 8 0 14 259
Total 0 484 54 0 538 1 0 0 0 1 135 351 2 0 488 24 0 83 0 107 1134
Approach %0.0 90.0 10.0 0.0 -100.0 0.0 0.0 0.0 -27.7 71.9 0.4 0.0 -22.4 0.0 77.6 0.0 --
Total %0.0 42.7 4.8 0.0 47.4 0.1 0.0 0.0 0.0 0.1 11.9 31.0 0.2 0.0 43.0 2.1 0.0 7.3 0.0 9.4 -
PHF 0.000 0.846 0.540 0.000 0.868 0.250 0.000 0.000 0.000 0.250 0.482 0.886 0.250 0.000 0.782 0.429 0.000 0.377 0.000 0.388 0.859
Lights 0 484 53 0 537 1 0 0 0 1 135 350 2 0 487 22 0 83 0 105 1130
% Lights -100.0 98.1 -99.8 100.0 ---100.0 100.0 99.7 100.0 -99.8 91.7 -100.0 -98.1 99.6
Mediums 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 2 0 0 0 2 4
% Mediums -0.0 1.9 -0.2 0.0 ---0.0 0.0 0.3 0.0 -0.2 8.3 -0.0 -1.9 0.4
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks -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
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
KIRKWOOD BLVD
Site Code:
Start Date: 03/01/2020
Page No: 4
Peak Hour Data
03/01/2020 10:15 AM
Ending At
03/01/2020 11:15 AM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
372 537 909
3 1 4
0 0 0
375 538 913
53 484 0 0
1 0 0 0
0 0 0 0
54 484 0 0
R T L U
2
0
0
2
O
u
t
1
0
0
1
I
n
3
0
0
3
T
o
t
a
l
S
T
I
L
L
W
A
T
E
R
C
T
[
E
]
R
0
0
0
0
T
0
0
0
0
L
1
0
0
1
U
0
0
0
0
568 487 1055
0 1 1
0 0 0
568 488 1056
Out In Total
KIMBALL AVE [S]
U L T R
0 135 350 2
0 0 1 0
0 0 0 0
0 135 351 2
KI
R
K
W
O
O
D
B
L
V
D
[
W
]
To
t
a
l
29
3 3 0 29
6
In
10
5 2 0 10
7
Ou
t
18
8 1 0 18
9
0 0 0 0 U
22 2 0 24 L
0 0 0 0 T
83 0 0 83 R
Turning Movement Peak Hour Data Plot (10:15 AM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
KIRKWOOD BLVD
Site Code:
Start Date: 03/01/2020
Page No: 5
Turning Movement Peak Hour Data (12:00 PM)
Start Time
KIMBALL AVE STILL WATER CT KIMBALL AVE KIRKWOOD BLVD
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
12:00 PM 0 107 5 0 112 0 0 0 0 0 11 112 1 0 124 30 0 186 0 216 452
12:15 PM 0 122 7 0 129 0 0 0 0 0 28 134 0 0 162 4 0 51 0 55 346
12:30 PM 0 155 8 0 163 1 0 0 0 1 17 126 0 0 143 8 0 14 0 22 329
12:45 PM 0 123 1 0 124 1 0 0 0 1 14 133 1 0 148 1 0 11 0 12 285
Total 0 507 21 0 528 2 0 0 0 2 70 505 2 0 577 43 0 262 0 305 1412
Approach %0.0 96.0 4.0 0.0 -100.0 0.0 0.0 0.0 -12.1 87.5 0.3 0.0 -14.1 0.0 85.9 0.0 --
Total %0.0 35.9 1.5 0.0 37.4 0.1 0.0 0.0 0.0 0.1 5.0 35.8 0.1 0.0 40.9 3.0 0.0 18.6 0.0 21.6 -
PHF 0.000 0.818 0.656 0.000 0.810 0.500 0.000 0.000 0.000 0.500 0.625 0.942 0.500 0.000 0.890 0.358 0.000 0.352 0.000 0.353 0.781
Lights 0 505 21 0 526 2 0 0 0 2 70 502 2 0 574 43 0 262 0 305 1407
% Lights -99.6 100.0 -99.6 100.0 ---100.0 100.0 99.4 100.0 -99.5 100.0 -100.0 -100.0 99.6
Mediums 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 5
% Mediums -0.4 0.0 -0.4 0.0 ---0.0 0.0 0.6 0.0 -0.5 0.0 -0.0 -0.0 0.4
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks -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
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: KIMBALL AVE @
KIRKWOOD BLVD
Site Code:
Start Date: 03/01/2020
Page No: 6
Peak Hour Data
03/01/2020 12:00 PM
Ending At
03/01/2020 1:00 PM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
545 526 1071
3 2 5
0 0 0
548 528 1076
21 505 0 0
0 2 0 0
0 0 0 0
21 507 0 0
R T L U
2
0
0
2
O
u
t
2
0
0
2
I
n
4
0
0
4
T
o
t
a
l
S
T
I
L
L
W
A
T
E
R
C
T
[
E
]
R
0
0
0
0
T
0
0
0
0
L
2
0
0
2
U
0
0
0
0
769 574 1343
2 3 5
0 0 0
771 577 1348
Out In Total
KIMBALL AVE [S]
U L T R
0 70 502 2
0 0 3 0
0 0 0 0
0 70 505 2
KI
R
K
W
O
O
D
B
L
V
D
[
W
]
To
t
a
l
39
6 0 0 39
6
In
30
5 0 0 30
5
Ou
t
91 0 0 91
0 0 0 0 U
43 0 0 43 L
0 0 0 0 T
26
2 0 0 26
2 R
Turning Movement Peak Hour Data Plot (12:00 PM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 EBFR @
CARROLL AVE
Site Code:
Start Date: 03/01/2020
Page No: 1
Turning Movement Data
Start Time
CARROLL AVE Westbound St.CARROLL AVE SH 114 EBFR
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
8:30 AM 20 35 0 0 55 0 0 0 0 0 0 51 24 0 75 52 22 26 0 100 230
8:45 AM 14 51 0 0 65 0 0 0 0 0 0 61 20 0 81 101 24 36 0 161 307
Hourly Total 34 86 0 0 120 0 0 0 0 0 0 112 44 0 156 153 46 62 0 261 537
9:00 AM 23 58 0 0 81 0 0 0 0 0 0 51 28 0 79 33 20 28 0 81 241
9:15 AM 19 70 0 0 89 0 0 0 0 0 0 28 29 0 57 16 25 27 0 68 214
9:30 AM 29 69 0 0 98 0 0 0 0 0 0 38 43 0 81 15 26 38 0 79 258
9:45 AM 34 83 0 0 117 0 0 0 0 0 0 35 32 0 67 21 31 39 0 91 275
Hourly Total 105 280 0 0 385 0 0 0 0 0 0 152 132 0 284 85 102 132 0 319 988
10:00 AM 34 83 0 0 117 0 0 0 0 0 0 56 44 0 100 36 50 45 0 131 348
10:15 AM 48 123 0 0 171 0 0 0 0 0 0 57 51 0 108 120 52 44 0 216 495
10:30 AM 45 99 0 0 144 0 0 0 0 0 0 119 38 0 157 137 38 54 0 229 530
10:45 AM 55 83 0 0 138 0 0 0 0 0 0 87 43 0 130 82 49 76 0 207 475
Hourly Total 182 388 0 0 570 0 0 0 0 0 0 319 176 0 495 375 189 219 0 783 1848
11:00 AM 52 95 0 0 147 0 0 0 0 0 0 47 33 0 80 20 55 69 0 144 371
11:15 AM 37 84 0 0 121 0 0 0 0 0 0 59 54 0 113 11 59 73 0 143 377
11:30 AM 37 99 0 0 136 0 0 0 0 0 0 72 55 0 127 11 71 77 0 159 422
11:45 AM 51 118 0 0 169 0 0 0 0 0 0 84 68 0 152 23 91 82 0 196 517
Hourly Total 177 396 0 0 573 0 0 0 0 0 0 262 210 0 472 65 276 301 0 642 1687
12:00 PM 108 221 0 0 329 0 0 0 0 0 0 93 72 0 165 25 91 92 0 208 702
12:15 PM 49 167 0 0 216 0 0 0 0 0 0 126 66 0 192 73 92 71 0 236 644
12:30 PM 65 156 0 0 221 0 0 0 0 0 0 124 90 0 214 41 98 101 0 240 675
12:45 PM 37 113 0 0 150 0 0 0 0 0 0 114 88 0 202 22 84 97 0 203 555
Hourly Total 259 657 0 0 916 0 0 0 0 0 0 457 316 0 773 161 365 361 0 887 2576
1:00 PM 39 89 0 0 128 0 0 0 0 0 0 116 83 0 199 22 66 76 0 164 491
1:15 PM 46 89 0 0 135 0 0 0 0 0 0 98 97 0 195 9 93 78 0 180 510
1:30 PM 36 99 0 0 135 0 0 0 0 0 0 127 97 0 224 32 94 69 0 195 554
1:45 PM 64 174 0 0 238 0 0 0 0 0 0 138 93 0 231 23 68 80 0 171 640
Hourly Total 185 451 0 0 636 0 0 0 0 0 0 479 370 0 849 86 321 303 0 710 2195
2:00 PM 54 146 0 0 200 0 0 0 0 0 0 120 101 0 221 26 69 82 0 177 598
2:15 PM 34 123 0 0 157 0 0 0 0 0 0 118 92 0 210 15 60 86 0 161 528
Grand Total 1030 2527 0 0 3557 0 0 0 0 0 0 2019 1441 0 3460 966 1428 1546 0 3940 10957
Approach %29.0 71.0 0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 58.4 41.6 0.0 -24.5 36.2 39.2 0.0 --
Total %9.4 23.1 0.0 0.0 32.5 0.0 0.0 0.0 0.0 0.0 0.0 18.4 13.2 0.0 31.6 8.8 13.0 14.1 0.0 36.0 -
Lights 1030 2520 0 0 3550 0 0 0 0 0 0 2014 1439 0 3453 965 1419 1543 0 3927 10930
% Lights 100.0 99.7 --99.8 ------99.8 99.9 -99.8 99.9 99.4 99.8 -99.7 99.8
Mediums 0 5 0 0 5 0 0 0 0 0 0 5 1 0 6 0 8 2 0 10 21
% Mediums 0.0 0.2 --0.1 ------0.2 0.1 -0.2 0.0 0.6 0.1 -0.3 0.2
Articulated
Trucks 0 2 0 0 2 0 0 0 0 0 0 0 1 0 1 1 1 1 0 3 6
% Articulated
Trucks 0.0 0.1 --0.1 ------0.0 0.1 -0.0 0.1 0.1 0.1 -0.1 0.1
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 EBFR @
CARROLL AVE
Site Code:
Start Date: 03/01/2020
Page No: 2
03/01/2020 8:30 AM
Ending At
03/01/2020 2:30 PM
Lights
Mediums
Articulated Trucks
CARROLL AVE [N]
Out In Total
2979 3550 6529
5 5 10
1 2 3
2985 3557 6542
0 2520 1030 0
0 5 0 0
0 2 0 0
0 2527 1030 0
R T L U
3
8
9
9
2
9
3
8
8
8
O
u
t
0
0
0
0
I
n
3
8
9
9
2
9
3
8
8
8
T
o
t
a
l
W
e
s
t
b
o
u
n
d
S
t
.
[
E
]
R
0
0
0
0
T
0
0
0
0
L
0
0
0
0
U
0
0
0
0
4063 3453 7516
7 6 13
3 1 4
4073 3460 7533
Out In Total
CARROLL AVE [S]
U L T R
0 0 2014 1439
0 0 5 1
0 0 0 1
0 0 2019 1441
SH
1
1
4
E
B
F
R
[
W
]
To
t
a
l
39
2
7
10 3
39
4
0
In
39
2
7
10 3
39
4
0
Ou
t
0 0 0 0
0 0 0 0 U
96
5 0 1 96
6 L
14
1
9
8 1
14
2
8
T
15
4
3
2 1
15
4
6
R
Turning Movement Data Plot
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 EBFR @
CARROLL AVE
Site Code:
Start Date: 03/01/2020
Page No: 3
Turning Movement Peak Hour Data (10:15 AM)
Start Time
CARROLL AVE Westbound St.CARROLL AVE SH 114 EBFR
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
10:15 AM 48 123 0 0 171 0 0 0 0 0 0 57 51 0 108 120 52 44 0 216 495
10:30 AM 45 99 0 0 144 0 0 0 0 0 0 119 38 0 157 137 38 54 0 229 530
10:45 AM 55 83 0 0 138 0 0 0 0 0 0 87 43 0 130 82 49 76 0 207 475
11:00 AM 52 95 0 0 147 0 0 0 0 0 0 47 33 0 80 20 55 69 0 144 371
Total 200 400 0 0 600 0 0 0 0 0 0 310 165 0 475 359 194 243 0 796 1871
Approach %33.3 66.7 0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 65.3 34.7 0.0 -45.1 24.4 30.5 0.0 --
Total %10.7 21.4 0.0 0.0 32.1 0.0 0.0 0.0 0.0 0.0 0.0 16.6 8.8 0.0 25.4 19.2 10.4 13.0 0.0 42.5 -
PHF 0.909 0.813 0.000 0.000 0.877 0.000 0.000 0.000 0.000 0.000 0.000 0.651 0.809 0.000 0.756 0.655 0.882 0.799 0.000 0.869 0.883
Lights 200 400 0 0 600 0 0 0 0 0 0 309 165 0 474 358 190 242 0 790 1864
% Lights 100.0 100.0 --100.0 ------99.7 100.0 -99.8 99.7 97.9 99.6 -99.2 99.6
Mediums 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 1 0 4 5
% Mediums 0.0 0.0 --0.0 ------0.3 0.0 -0.2 0.0 1.5 0.4 -0.5 0.3
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 2
% Articulated
Trucks 0.0 0.0 --0.0 ------0.0 0.0 -0.0 0.3 0.5 0.0 -0.3 0.1
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 EBFR @
CARROLL AVE
Site Code:
Start Date: 03/01/2020
Page No: 4
Peak Hour Data
03/01/2020 10:15 AM
Ending At
03/01/2020 11:15 AM
Lights
Mediums
Articulated Trucks
CARROLL AVE [N]
Out In Total
667 600 1267
1 0 1
1 0 1
669 600 1269
0 400 200 0
0 0 0 0
0 0 0 0
0 400 200 0
R T L U
5
5
9
1
3
5
5
5
O
u
t
0
0
0
0
I
n
5
5
9
1
3
5
5
5
T
o
t
a
l
W
e
s
t
b
o
u
n
d
S
t
.
[
E
]
R
0
0
0
0
T
0
0
0
0
L
0
0
0
0
U
0
0
0
0
642 474 1116
1 1 2
0 0 0
643 475 1118
Out In Total
CARROLL AVE [S]
U L T R
0 0 309 165
0 0 1 0
0 0 0 0
0 0 310 165
SH
1
1
4
E
B
F
R
[
W
]
To
t
a
l
79
0 4 2 79
6
In
79
0 4 2 79
6
Ou
t
0 0 0 0
0 0 0 0 U
35
8 0 1 35
9 L
19
0 3 1 19
4 T
24
2 1 0 24
3 R
Turning Movement Peak Hour Data Plot (10:15 AM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 EBFR @
CARROLL AVE
Site Code:
Start Date: 03/01/2020
Page No: 5
Turning Movement Peak Hour Data (12:00 PM)
Start Time
CARROLL AVE Westbound St.CARROLL AVE SH 114 EBFR
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
12:00 PM 108 221 0 0 329 0 0 0 0 0 0 93 72 0 165 25 91 92 0 208 702
12:15 PM 49 167 0 0 216 0 0 0 0 0 0 126 66 0 192 73 92 71 0 236 644
12:30 PM 65 156 0 0 221 0 0 0 0 0 0 124 90 0 214 41 98 101 0 240 675
12:45 PM 37 113 0 0 150 0 0 0 0 0 0 114 88 0 202 22 84 97 0 203 555
Total 259 657 0 0 916 0 0 0 0 0 0 457 316 0 773 161 365 361 0 887 2576
Approach %28.3 71.7 0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 59.1 40.9 0.0 -18.2 41.1 40.7 0.0 --
Total %10.1 25.5 0.0 0.0 35.6 0.0 0.0 0.0 0.0 0.0 0.0 17.7 12.3 0.0 30.0 6.3 14.2 14.0 0.0 34.4 -
PHF 0.600 0.743 0.000 0.000 0.696 0.000 0.000 0.000 0.000 0.000 0.000 0.907 0.878 0.000 0.903 0.551 0.931 0.894 0.000 0.924 0.917
Lights 259 655 0 0 914 0 0 0 0 0 0 456 316 0 772 161 365 361 0 887 2573
% Lights 100.0 99.7 --99.8 ------99.8 100.0 -99.9 100.0 100.0 100.0 -100.0 99.9
Mediums 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3
% Mediums 0.0 0.3 --0.2 ------0.2 0.0 -0.1 0.0 0.0 0.0 -0.0 0.1
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks 0.0 0.0 --0.0 ------0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 EBFR @
CARROLL AVE
Site Code:
Start Date: 03/01/2020
Page No: 6
Peak Hour Data
03/01/2020 12:00 PM
Ending At
03/01/2020 1:00 PM
Lights
Mediums
Articulated Trucks
CARROLL AVE [N]
Out In Total
617 914 1531
1 2 3
0 0 0
618 916 1534
0 655 259 0
0 2 0 0
0 0 0 0
0 657 259 0
R T L U
9
4
0
0
0
9
4
0
O
u
t
0
0
0
0
I
n
9
4
0
0
0
9
4
0
T
o
t
a
l
W
e
s
t
b
o
u
n
d
S
t
.
[
E
]
R
0
0
0
0
T
0
0
0
0
L
0
0
0
0
U
0
0
0
0
1016 772 1788
2 1 3
0 0 0
1018 773 1791
Out In Total
CARROLL AVE [S]
U L T R
0 0 456 316
0 0 1 0
0 0 0 0
0 0 457 316
SH
1
1
4
E
B
F
R
[
W
]
To
t
a
l
88
7 0 0 88
7
In
88
7 0 0 88
7
Ou
t
0 0 0 0
0 0 0 0 U
16
1 0 0 16
1 L
36
5 0 0 36
5 T
36
1 0 0 36
1 R
Turning Movement Peak Hour Data Plot (12:00 PM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 EBFR @
KIMBALL AVE
Site Code:
Start Date: 03/01/2020
Page No: 1
Turning Movement Data
Start Time
KIMBALL AVE Westbound St.KIMBALL AVE SH 114 EBFR
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
8:30 AM 29 65 0 0 94 0 0 0 0 0 0 54 26 1 81 10 16 16 30 72 247
8:45 AM 31 86 0 0 117 0 0 0 0 0 0 49 20 0 69 11 21 21 56 109 295
Hourly Total 60 151 0 0 211 0 0 0 0 0 0 103 46 1 150 21 37 37 86 181 542
9:00 AM 30 65 0 0 95 0 0 0 0 0 0 47 16 0 63 17 33 27 25 102 260
9:15 AM 57 67 0 0 124 0 0 0 0 0 0 34 21 0 55 13 50 27 16 106 285
9:30 AM 62 99 0 0 161 0 0 0 0 0 0 35 38 0 73 11 30 27 10 78 312
9:45 AM 74 122 0 0 196 0 0 0 0 0 0 37 34 0 71 31 72 46 15 164 431
Hourly Total 223 353 0 0 576 0 0 0 0 0 0 153 109 0 262 72 185 127 66 450 1288
10:00 AM 68 99 0 0 167 0 0 0 0 0 0 54 27 0 81 20 82 30 30 162 410
10:15 AM 96 126 0 0 222 0 0 0 0 0 0 78 40 0 118 25 99 53 64 241 581
10:30 AM 84 122 0 0 206 0 0 0 0 0 0 89 34 0 123 36 88 43 90 257 586
10:45 AM 70 167 0 0 237 0 0 0 0 0 0 77 36 0 113 28 76 39 49 192 542
Hourly Total 318 514 0 0 832 0 0 0 0 0 0 298 137 0 435 109 345 165 233 852 2119
11:00 AM 94 121 0 0 215 0 0 0 0 0 0 79 43 0 122 33 114 36 41 224 561
11:15 AM 71 151 0 0 222 0 0 0 0 0 0 66 45 1 112 28 93 34 33 188 522
11:30 AM 83 163 0 0 246 0 0 0 0 0 0 101 31 0 132 30 101 34 30 195 573
11:45 AM 77 149 0 0 226 0 0 0 0 0 0 91 52 0 143 31 115 49 42 237 606
Hourly Total 325 584 0 0 909 0 0 0 0 0 0 337 171 1 509 122 423 153 146 844 2262
12:00 PM 166 236 0 0 402 0 0 0 0 0 0 121 67 0 188 28 133 81 61 303 893
12:15 PM 132 163 0 0 295 0 0 0 0 0 0 115 43 0 158 32 163 78 65 338 791
12:30 PM 111 163 0 0 274 0 0 0 0 0 0 115 66 0 181 35 149 73 58 315 770
12:45 PM 82 137 0 0 219 0 0 0 0 0 0 94 66 0 160 45 159 63 59 326 705
Hourly Total 491 699 0 0 1190 0 0 0 0 0 0 445 242 0 687 140 604 295 243 1282 3159
1:00 PM 76 141 0 0 217 0 0 0 0 0 0 141 56 0 197 41 167 57 63 328 742
1:15 PM 81 115 0 0 196 0 0 0 0 0 0 96 66 0 162 43 177 56 62 338 696
1:30 PM 65 129 0 0 194 0 0 0 0 0 0 142 72 0 214 43 129 53 61 286 694
1:45 PM 133 148 0 0 281 0 0 0 0 0 0 120 51 0 171 35 144 54 49 282 734
Hourly Total 355 533 0 0 888 0 0 0 0 0 0 499 245 0 744 162 617 220 235 1234 2866
2:00 PM 75 155 0 0 230 0 0 0 0 0 0 140 66 0 206 44 181 55 58 338 774
2:15 PM 60 129 0 0 189 0 0 0 0 0 0 116 48 0 164 45 184 53 63 345 698
2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 1907 3118 0 0 5025 0 0 0 0 0 0 2091 1064 2 3157 715 2576 1105 1130 5526 13708
Approach %38.0 62.0 0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 66.2 33.7 0.1 -12.9 46.6 20.0 20.4 --
Total %13.9 22.7 0.0 0.0 36.7 0.0 0.0 0.0 0.0 0.0 0.0 15.3 7.8 0.0 23.0 5.2 18.8 8.1 8.2 40.3 -
Lights 1899 3110 0 0 5009 0 0 0 0 0 0 2088 1061 2 3151 714 2567 1104 1124 5509 13669
% Lights 99.6 99.7 --99.7 ------99.9 99.7 100.0 99.8 99.9 99.7 99.9 99.5 99.7 99.7
Mediums 6 6 0 0 12 0 0 0 0 0 0 2 3 0 5 1 6 1 6 14 31
% Mediums 0.3 0.2 --0.2 ------0.1 0.3 0.0 0.2 0.1 0.2 0.1 0.5 0.3 0.2
Articulated
Trucks 2 2 0 0 4 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 8
% Articulated
Trucks 0.1 0.1 --0.1 ------0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 EBFR @
KIMBALL AVE
Site Code:
Start Date: 03/01/2020
Page No: 2
03/01/2020 8:30 AM
Ending At
03/01/2020 2:45 PM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
2802 5009 7811
3 12 15
1 4 5
2806 5025 7831
0 3110 1899 0
0 6 6 0
0 2 2 0
0 3118 1907 0
R T L U
5
5
4
7
5
1
5
5
5
2
7
O
u
t
0
0
0
0
I
n
5
5
4
7
5
1
5
5
5
2
7
T
o
t
a
l
W
e
s
t
b
o
u
n
d
S
t
.
[
E
]
R
0
0
0
0
T
0
0
0
0
L
0
0
0
0
U
0
0
0
0
4216 3151 7367
7 5 12
2 1 3
4225 3157 7382
Out In Total
KIMBALL AVE [S]
U L T R
2 0 2088 1061
0 0 2 3
0 0 1 0
2 0 2091 1064
SH
1
1
4
E
B
F
R
[
W
]
To
t
a
l
66
3
3
20 3
66
5
6
In
55
0
9
14 3
55
2
6
Ou
t
11
2
4
6 0
11
3
0
11
2
4
6 0
11
3
0
U
71
4 1 0 71
5 L
25
6
7
6 3
25
7
6
T
11
0
4
1 0
11
0
5
R
Turning Movement Data Plot
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 EBFR @
KIMBALL AVE
Site Code:
Start Date: 03/01/2020
Page No: 3
Turning Movement Peak Hour Data (10:15 AM)
Start Time
KIMBALL AVE Westbound St.KIMBALL AVE SH 114 EBFR
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
10:15 AM 96 126 0 0 222 0 0 0 0 0 0 78 40 0 118 25 99 53 64 241 581
10:30 AM 84 122 0 0 206 0 0 0 0 0 0 89 34 0 123 36 88 43 90 257 586
10:45 AM 70 167 0 0 237 0 0 0 0 0 0 77 36 0 113 28 76 39 49 192 542
11:00 AM 94 121 0 0 215 0 0 0 0 0 0 79 43 0 122 33 114 36 41 224 561
Total 344 536 0 0 880 0 0 0 0 0 0 323 153 0 476 122 377 171 244 914 2270
Approach %39.1 60.9 0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 67.9 32.1 0.0 -13.3 41.2 18.7 26.7 --
Total %15.2 23.6 0.0 0.0 38.8 0.0 0.0 0.0 0.0 0.0 0.0 14.2 6.7 0.0 21.0 5.4 16.6 7.5 10.7 40.3 -
PHF 0.896 0.802 0.000 0.000 0.928 0.000 0.000 0.000 0.000 0.000 0.000 0.907 0.890 0.000 0.967 0.847 0.827 0.807 0.678 0.889 0.968
Lights 344 535 0 0 879 0 0 0 0 0 0 323 153 0 476 122 376 171 242 911 2266
% Lights 100.0 99.8 --99.9 ------100.0 100.0 -100.0 100.0 99.7 100.0 99.2 99.7 99.8
Mediums 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 3
% Mediums 0.0 0.2 --0.1 ------0.0 0.0 -0.0 0.0 0.0 0.0 0.8 0.2 0.1
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
% Articulated
Trucks 0.0 0.0 --0.0 ------0.0 0.0 -0.0 0.0 0.3 0.0 0.0 0.1 0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 EBFR @
KIMBALL AVE
Site Code:
Start Date: 03/01/2020
Page No: 4
Peak Hour Data
03/01/2020 10:15 AM
Ending At
03/01/2020 11:15 AM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
445 879 1324
0 1 1
0 0 0
445 880 1325
0 535 344 0
0 1 0 0
0 0 0 0
0 536 344 0
R T L U
8
7
4
1
0
8
7
3
O
u
t
0
0
0
0
I
n
8
7
4
1
0
8
7
3
T
o
t
a
l
W
e
s
t
b
o
u
n
d
S
t
.
[
E
]
R
0
0
0
0
T
0
0
0
0
L
0
0
0
0
U
0
0
0
0
706 476 1182
1 0 1
0 0 0
707 476 1183
Out In Total
KIMBALL AVE [S]
U L T R
0 0 323 153
0 0 0 0
0 0 0 0
0 0 323 153
SH
1
1
4
E
B
F
R
[
W
]
To
t
a
l
11
5
3
4 1
11
5
8
In
91
1 2 1 91
4
Ou
t
24
2 2 0 24
4
24
2 2 0 24
4 U
12
2 0 0 12
2 L
37
6 0 1 37
7 T
17
1 0 0 17
1 R
Turning Movement Peak Hour Data Plot (10:15 AM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 EBFR @
KIMBALL AVE
Site Code:
Start Date: 03/01/2020
Page No: 5
Turning Movement Peak Hour Data (12:00 PM)
Start Time
KIMBALL AVE Westbound St.KIMBALL AVE SH 114 EBFR
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
12:00 PM 166 236 0 0 402 0 0 0 0 0 0 121 67 0 188 28 133 81 61 303 893
12:15 PM 132 163 0 0 295 0 0 0 0 0 0 115 43 0 158 32 163 78 65 338 791
12:30 PM 111 163 0 0 274 0 0 0 0 0 0 115 66 0 181 35 149 73 58 315 770
12:45 PM 82 137 0 0 219 0 0 0 0 0 0 94 66 0 160 45 159 63 59 326 705
Total 491 699 0 0 1190 0 0 0 0 0 0 445 242 0 687 140 604 295 243 1282 3159
Approach %41.3 58.7 0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 64.8 35.2 0.0 -10.9 47.1 23.0 19.0 --
Total %15.5 22.1 0.0 0.0 37.7 0.0 0.0 0.0 0.0 0.0 0.0 14.1 7.7 0.0 21.7 4.4 19.1 9.3 7.7 40.6 -
PHF 0.739 0.740 0.000 0.000 0.740 0.000 0.000 0.000 0.000 0.000 0.000 0.919 0.903 0.000 0.914 0.778 0.926 0.910 0.935 0.948 0.884
Lights 489 697 0 0 1186 0 0 0 0 0 0 445 242 0 687 139 603 295 243 1280 3153
% Lights 99.6 99.7 --99.7 ------100.0 100.0 -100.0 99.3 99.8 100.0 100.0 99.8 99.8
Mediums 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 4
% Mediums 0.2 0.3 --0.3 ------0.0 0.0 -0.0 0.7 0.0 0.0 0.0 0.1 0.1
Articulated
Trucks 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2
% Articulated
Trucks 0.2 0.0 --0.1 ------0.0 0.0 -0.0 0.0 0.2 0.0 0.0 0.1 0.1
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 EBFR @
KIMBALL AVE
Site Code:
Start Date: 03/01/2020
Page No: 6
Peak Hour Data
03/01/2020 12:00 PM
Ending At
03/01/2020 1:00 PM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
584 1186 1770
1 3 4
0 1 1
585 1190 1775
0 697 489 0
0 2 1 0
0 0 1 0
0 699 491 0
R T L U
1
3
3
7
2
1
1
3
3
4
O
u
t
0
0
0
0
I
n
1
3
3
7
2
1
1
3
3
4
T
o
t
a
l
W
e
s
t
b
o
u
n
d
S
t
.
[
E
]
R
0
0
0
0
T
0
0
0
0
L
0
0
0
0
U
0
0
0
0
992 687 1679
2 0 2
0 0 0
994 687 1681
Out In Total
KIMBALL AVE [S]
U L T R
0 0 445 242
0 0 0 0
0 0 0 0
0 0 445 242
SH
1
1
4
E
B
F
R
[
W
]
To
t
a
l
15
2
3
1 1
15
2
5
In
12
8
0
1 1
12
8
2
Ou
t
24
3 0 0 24
3
24
3 0 0 24
3 U
13
9 1 0 14
0 L
60
3 0 1 60
4 T
29
5 0 0 29
5 R
Turning Movement Peak Hour Data Plot (12:00 PM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
BLESSED WAY
Site Code:
Start Date: 03/01/2020
Page No: 1
Turning Movement Data
Start Time
BLESSED WAY SH 114 WBFR Northbound St.Eastbound St.
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
8:30 AM 0 0 1 0 1 0 13 60 0 73 0 0 0 0 0 0 0 0 0 0 74
8:45 AM 0 0 1 0 1 0 10 133 0 143 0 0 0 0 0 0 0 0 0 0 144
Hourly Total 0 0 2 0 2 0 23 193 0 216 0 0 0 0 0 0 0 0 0 0 218
9:00 AM 0 0 1 0 1 0 15 63 0 78 0 0 0 0 0 0 0 0 0 0 79
9:15 AM 0 0 2 0 2 0 15 11 0 26 0 0 0 0 0 0 0 0 0 0 28
9:30 AM 0 0 3 0 3 0 10 15 0 25 0 0 0 0 0 0 0 0 0 0 28
9:45 AM 0 0 3 0 3 0 12 16 0 28 0 0 0 0 0 0 0 0 0 0 31
Hourly Total 0 0 9 0 9 0 52 105 0 157 0 0 0 0 0 0 0 0 0 0 166
10:00 AM 0 0 162 0 162 0 14 44 0 58 0 0 0 0 0 0 0 0 0 0 220
10:15 AM 0 0 104 0 104 0 31 114 0 145 0 0 0 0 0 0 0 0 0 0 249
10:30 AM 0 0 33 0 33 0 29 221 0 250 0 0 0 0 0 0 0 0 0 0 283
10:45 AM 0 0 15 0 15 0 25 108 0 133 0 0 0 0 0 0 0 0 0 0 148
Hourly Total 0 0 314 0 314 0 99 487 0 586 0 0 0 0 0 0 0 0 0 0 900
11:00 AM 0 0 9 1 10 0 26 29 0 55 0 0 0 0 0 0 0 0 0 0 65
11:15 AM 0 0 1 0 1 0 19 9 0 28 0 0 0 0 0 0 0 0 0 0 29
11:30 AM 0 0 13 0 13 0 22 7 0 29 0 0 0 0 0 0 0 0 0 0 42
11:45 AM 0 0 184 0 184 0 32 22 0 54 0 0 0 0 0 0 0 0 0 0 238
Hourly Total 0 0 207 1 208 0 99 67 0 166 0 0 0 0 0 0 0 0 0 0 374
12:00 PM 0 0 335 0 335 0 20 51 0 71 0 0 0 0 0 0 0 0 0 0 406
12:15 PM 0 0 78 0 78 0 28 103 0 131 0 0 0 0 0 0 0 0 0 0 209
12:30 PM 0 0 23 0 23 0 35 78 0 113 0 0 0 0 0 0 0 0 0 0 136
12:45 PM 0 0 12 0 12 0 44 25 0 69 0 0 0 0 0 0 0 0 0 0 81
Hourly Total 0 0 448 0 448 0 127 257 0 384 0 0 0 0 0 0 0 0 0 0 832
1:00 PM 0 0 9 0 9 0 30 9 0 39 0 0 0 0 0 0 0 0 0 0 48
1:15 PM 0 0 11 0 11 0 37 6 0 43 0 0 0 0 0 0 0 0 0 0 54
1:30 PM 0 0 113 0 113 0 36 11 0 47 0 0 0 0 0 0 0 0 0 0 160
1:45 PM 0 0 179 0 179 0 29 11 0 40 0 0 0 0 0 0 0 0 0 0 219
Hourly Total 0 0 312 0 312 0 132 37 0 169 0 0 0 0 0 0 0 0 0 0 481
2:00 PM 0 0 58 0 58 0 35 12 0 47 0 0 0 0 0 0 0 0 0 0 105
2:15 PM 0 0 28 0 28 0 37 7 0 44 0 0 0 0 0 0 0 0 0 0 72
Grand Total 0 0 1378 1 1379 0 604 1165 0 1769 0 0 0 0 0 0 0 0 0 0 3148
Approach %0.0 0.0 99.9 0.1 -0.0 34.1 65.9 0.0 -0.0 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 --
Total %0.0 0.0 43.8 0.0 43.8 0.0 19.2 37.0 0.0 56.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -
Lights 0 0 1375 1 1376 0 593 1159 0 1752 0 0 0 0 0 0 0 0 0 0 3128
% Lights --99.8 100.0 99.8 -98.2 99.5 -99.0 ----------99.4
Mediums 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
% Mediums --0.0 0.0 0.0 -0.3 0.0 -0.1 ----------0.1
Articulated
Trucks 0 0 3 0 3 0 9 6 0 15 0 0 0 0 0 0 0 0 0 0 18
% Articulated
Trucks --0.2 0.0 0.2 -1.5 0.5 -0.8 ----------0.6
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
BLESSED WAY
Site Code:
Start Date: 03/01/2020
Page No: 2
03/01/2020 8:30 AM
Ending At
03/01/2020 2:30 PM
Lights
Mediums
Articulated Trucks
BLESSED WAY [N]
Out In Total
1160 1376 2536
0 0 0
6 3 9
1166 1379 2545
1375 0 0 1
0 0 0 0
3 0 0 0
1378 0 0 1
R T L U
0
0
0
0
O
u
t
1
7
6
9
1
5
2
1
7
5
2
I
n
1
7
6
9
1
5
2
1
7
5
2
T
o
t
a
l
S
H
1
1
4
W
B
F
R
[
E
]
R
1
1
6
5
6
0
1
1
5
9
T
6
0
4
9
2
5
9
3
L
0
0
0
0
U
0
0
0
0
0 0 0
0 0 0
0 0 0
0 0 0
Out In Total
Northbound St. [S]
U L T R
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
Ea
s
t
b
o
u
n
d
S
t
.
[
W
]
To
t
a
l
19
6
8
2 12
19
8
2
In 0 0 0 0
Ou
t
19
6
8
2 12
19
8
2
0 0 0 0 U
0 0 0 0 L
0 0 0 0 T
0 0 0 0 R
Turning Movement Data Plot
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
BLESSED WAY
Site Code:
Start Date: 03/01/2020
Page No: 3
Turning Movement Peak Hour Data (10:00 AM)
Start Time
BLESSED WAY SH 114 WBFR Northbound St.Eastbound St.
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
10:00 AM 0 0 162 0 162 0 14 44 0 58 0 0 0 0 0 0 0 0 0 0 220
10:15 AM 0 0 104 0 104 0 31 114 0 145 0 0 0 0 0 0 0 0 0 0 249
10:30 AM 0 0 33 0 33 0 29 221 0 250 0 0 0 0 0 0 0 0 0 0 283
10:45 AM 0 0 15 0 15 0 25 108 0 133 0 0 0 0 0 0 0 0 0 0 148
Total 0 0 314 0 314 0 99 487 0 586 0 0 0 0 0 0 0 0 0 0 900
Approach %0.0 0.0 100.0 0.0 -0.0 16.9 83.1 0.0 -0.0 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 --
Total %0.0 0.0 34.9 0.0 34.9 0.0 11.0 54.1 0.0 65.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -
PHF 0.000 0.000 0.485 0.000 0.485 0.000 0.798 0.551 0.000 0.586 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.795
Lights 0 0 314 0 314 0 98 487 0 585 0 0 0 0 0 0 0 0 0 0 899
% Lights --100.0 -100.0 -99.0 100.0 -99.8 ----------99.9
Mediums 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
% Mediums --0.0 -0.0 -1.0 0.0 -0.2 ----------0.1
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks --0.0 -0.0 -0.0 0.0 -0.0 ----------0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
BLESSED WAY
Site Code:
Start Date: 03/01/2020
Page No: 4
Peak Hour Data
03/01/2020 10:00 AM
Ending At
03/01/2020 11:00 AM
Lights
Mediums
Articulated Trucks
BLESSED WAY [N]
Out In Total
487 314 801
0 0 0
0 0 0
487 314 801
314 0 0 0
0 0 0 0
0 0 0 0
314 0 0 0
R T L U
0
0
0
0
O
u
t
5
8
6
0
1
5
8
5
I
n
5
8
6
0
1
5
8
5
T
o
t
a
l
S
H
1
1
4
W
B
F
R
[
E
]
R
4
8
7
0
0
4
8
7
T
9
9
0
1
9
8
L
0
0
0
0
U
0
0
0
0
0 0 0
0 0 0
0 0 0
0 0 0
Out In Total
Northbound St. [S]
U L T R
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
Ea
s
t
b
o
u
n
d
S
t
.
[
W
]
To
t
a
l
41
2 1 0 41
3
In 0 0 0 0
Ou
t
41
2 1 0 41
3
0 0 0 0 U
0 0 0 0 L
0 0 0 0 T
0 0 0 0 R
Turning Movement Peak Hour Data Plot (10:00 AM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
BLESSED WAY
Site Code:
Start Date: 03/01/2020
Page No: 5
Turning Movement Peak Hour Data (12:00 PM)
Start Time
BLESSED WAY SH 114 WBFR Northbound St.Eastbound St.
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
12:00 PM 0 0 335 0 335 0 20 51 0 71 0 0 0 0 0 0 0 0 0 0 406
12:15 PM 0 0 78 0 78 0 28 103 0 131 0 0 0 0 0 0 0 0 0 0 209
12:30 PM 0 0 23 0 23 0 35 78 0 113 0 0 0 0 0 0 0 0 0 0 136
12:45 PM 0 0 12 0 12 0 44 25 0 69 0 0 0 0 0 0 0 0 0 0 81
Total 0 0 448 0 448 0 127 257 0 384 0 0 0 0 0 0 0 0 0 0 832
Approach %0.0 0.0 100.0 0.0 -0.0 33.1 66.9 0.0 -0.0 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 --
Total %0.0 0.0 53.8 0.0 53.8 0.0 15.3 30.9 0.0 46.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -
PHF 0.000 0.000 0.334 0.000 0.334 0.000 0.722 0.624 0.000 0.733 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.512
Lights 0 0 445 0 445 0 118 251 0 369 0 0 0 0 0 0 0 0 0 0 814
% Lights --99.3 -99.3 -92.9 97.7 -96.1 ----------97.8
Mediums 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Mediums --0.0 -0.0 -0.0 0.0 -0.0 ----------0.0
Articulated
Trucks 0 0 3 0 3 0 9 6 0 15 0 0 0 0 0 0 0 0 0 0 18
% Articulated
Trucks --0.7 -0.7 -7.1 2.3 -3.9 ----------2.2
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
BLESSED WAY
Site Code:
Start Date: 03/01/2020
Page No: 6
Peak Hour Data
03/01/2020 12:00 PM
Ending At
03/01/2020 1:00 PM
Lights
Mediums
Articulated Trucks
BLESSED WAY [N]
Out In Total
251 445 696
0 0 0
6 3 9
257 448 705
445 0 0 0
0 0 0 0
3 0 0 0
448 0 0 0
R T L U
0
0
0
0
O
u
t
3
8
4
1
5
0
3
6
9
I
n
3
8
4
1
5
0
3
6
9
T
o
t
a
l
S
H
1
1
4
W
B
F
R
[
E
]
R
2
5
7
6
0
2
5
1
T
1
2
7
9
0
1
1
8
L
0
0
0
0
U
0
0
0
0
0 0 0
0 0 0
0 0 0
0 0 0
Out In Total
Northbound St. [S]
U L T R
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
Ea
s
t
b
o
u
n
d
S
t
.
[
W
]
To
t
a
l
56
3 0 12
57
5
In 0 0 0 0
Ou
t
56
3 0 12
57
5
0 0 0 0 U
0 0 0 0 L
0 0 0 0 T
0 0 0 0 R
Turning Movement Peak Hour Data Plot (12:00 PM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
CARROLL AVE
Site Code:
Start Date: 03/01/2020
Page No: 1
Turning Movement Data
Start Time
CARROLL AVE SH 114 WBFR CARROLL AVE Eastbound St.
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
8:30 AM 0 26 2 0 28 27 6 12 0 45 17 89 0 0 106 0 0 0 0 0 179
8:45 AM 0 30 0 0 30 35 3 28 0 66 18 145 0 0 163 0 0 0 0 0 259
Hourly Total 0 56 2 0 58 62 9 40 0 111 35 234 0 0 269 0 0 0 0 0 438
9:00 AM 0 34 4 0 38 39 9 15 0 63 21 59 0 0 80 0 0 0 0 0 181
9:15 AM 0 48 4 0 52 52 6 6 0 64 20 26 0 0 46 0 0 0 0 0 162
9:30 AM 0 40 4 0 44 48 2 9 0 59 33 21 0 0 54 0 0 0 0 0 157
9:45 AM 0 46 2 0 48 73 4 7 0 84 22 35 0 0 57 0 0 0 0 0 189
Hourly Total 0 168 14 0 182 212 21 37 0 270 96 141 0 0 237 0 0 0 0 0 689
10:00 AM 0 54 17 0 71 72 40 10 0 122 35 58 0 0 93 0 0 0 0 0 286
10:15 AM 0 83 22 0 105 80 66 24 0 170 34 154 0 0 188 0 0 0 0 0 463
10:30 AM 0 69 17 0 86 72 27 30 0 129 43 218 0 0 261 0 0 0 0 0 476
10:45 AM 0 82 16 0 98 58 15 43 0 116 41 132 0 0 173 0 0 0 0 0 387
Hourly Total 0 288 72 0 360 282 148 107 0 537 153 562 0 0 715 0 0 0 0 0 1612
11:00 AM 0 63 11 0 74 70 9 21 0 100 37 37 0 0 74 0 0 0 0 0 248
11:15 AM 0 58 4 0 62 73 12 22 0 107 43 25 0 0 68 0 0 0 0 0 237
11:30 AM 0 54 6 0 60 81 12 15 0 108 57 21 0 0 78 0 0 0 0 0 246
11:45 AM 0 58 8 0 66 126 26 20 0 172 76 36 0 0 112 0 0 0 0 0 350
Hourly Total 0 233 29 0 262 350 59 78 0 487 213 119 0 0 332 0 0 0 0 0 1081
12:00 PM 0 140 36 0 176 202 143 42 0 387 67 51 0 0 118 0 0 0 0 0 681
12:15 PM 0 80 27 0 107 106 54 19 0 179 80 109 0 0 189 0 0 0 0 0 475
12:30 PM 0 111 21 0 132 111 32 16 0 159 97 63 0 0 160 0 0 0 0 0 451
12:45 PM 0 58 10 0 68 91 15 35 0 141 95 40 0 0 135 0 0 0 0 0 344
Hourly Total 0 389 94 0 483 510 244 112 0 866 339 263 0 0 602 0 0 0 0 0 1951
1:00 PM 0 57 12 0 69 82 21 28 0 131 113 33 0 0 146 0 0 0 0 0 346
1:15 PM 0 68 9 0 77 70 14 27 0 111 99 26 0 0 125 0 0 0 0 0 313
1:30 PM 0 47 9 0 56 108 25 26 0 159 108 47 0 0 155 0 0 0 0 0 370
1:45 PM 0 73 24 0 97 152 85 34 0 271 111 38 0 0 149 0 0 0 0 0 517
Hourly Total 0 245 54 0 299 412 145 115 0 672 431 144 0 0 575 0 0 0 0 0 1546
2:00 PM 0 82 12 0 94 121 39 28 0 188 115 46 0 0 161 0 0 0 0 0 443
2:15 PM 0 52 9 0 61 104 21 26 0 151 102 30 0 0 132 0 0 0 0 0 344
Grand Total 0 1513 286 0 1799 2053 686 543 0 3282 1484 1539 0 0 3023 0 0 0 0 0 8104
Approach %0.0 84.1 15.9 0.0 -62.6 20.9 16.5 0.0 -49.1 50.9 0.0 0.0 -0.0 0.0 0.0 0.0 --
Total %0.0 18.7 3.5 0.0 22.2 25.3 8.5 6.7 0.0 40.5 18.3 19.0 0.0 0.0 37.3 0.0 0.0 0.0 0.0 0.0 -
Lights 0 1513 286 0 1799 2047 684 543 0 3274 1481 1537 0 0 3018 0 0 0 0 0 8091
% Lights -100.0 100.0 -100.0 99.7 99.7 100.0 -99.8 99.8 99.9 --99.8 -----99.8
Mediums 0 0 0 0 0 4 2 0 0 6 2 2 0 0 4 0 0 0 0 0 10
% Mediums -0.0 0.0 -0.0 0.2 0.3 0.0 -0.2 0.1 0.1 --0.1 -----0.1
Articulated
Trucks 0 0 0 0 0 2 0 0 0 2 1 0 0 0 1 0 0 0 0 0 3
% Articulated
Trucks -0.0 0.0 -0.0 0.1 0.0 0.0 -0.1 0.1 0.0 --0.0 -----0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
CARROLL AVE
Site Code:
Start Date: 03/01/2020
Page No: 2
03/01/2020 8:30 AM
Ending At
03/01/2020 2:30 PM
Lights
Mediums
Articulated Trucks
CARROLL AVE [N]
Out In Total
2080 1799 3879
2 0 2
0 0 0
2082 1799 3881
286 1513 0 0
0 0 0 0
0 0 0 0
286 1513 0 0
R T L U
0
0
0
0
O
u
t
3
2
8
2
2
6
3
2
7
4
I
n
3
2
8
2
2
6
3
2
7
4
T
o
t
a
l
S
H
1
1
4
W
B
F
R
[
E
]
R
5
4
3
0
0
5
4
3
T
6
8
6
0
2
6
8
4
L
2
0
5
3
2
4
2
0
4
7
U
0
0
0
0
3560 3018 6578
4 4 8
2 1 3
3566 3023 6589
Out In Total
CARROLL AVE [S]
U L T R
0 1481 1537 0
0 2 2 0
0 1 0 0
0 1484 1539 0
Ea
s
t
b
o
u
n
d
S
t
.
[
W
]
To
t
a
l
24
5
1
4 1
24
5
6
In 0 0 0 0
Ou
t
24
5
1
4 1
24
5
6
0 0 0 0 U
0 0 0 0 L
0 0 0 0 T
0 0 0 0 R
Turning Movement Data Plot
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
CARROLL AVE
Site Code:
Start Date: 03/01/2020
Page No: 3
Turning Movement Peak Hour Data (10:00 AM)
Start Time
CARROLL AVE SH 114 WBFR CARROLL AVE Eastbound St.
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
10:00 AM 0 54 17 0 71 72 40 10 0 122 35 58 0 0 93 0 0 0 0 0 286
10:15 AM 0 83 22 0 105 80 66 24 0 170 34 154 0 0 188 0 0 0 0 0 463
10:30 AM 0 69 17 0 86 72 27 30 0 129 43 218 0 0 261 0 0 0 0 0 476
10:45 AM 0 82 16 0 98 58 15 43 0 116 41 132 0 0 173 0 0 0 0 0 387
Total 0 288 72 0 360 282 148 107 0 537 153 562 0 0 715 0 0 0 0 0 1612
Approach %0.0 80.0 20.0 0.0 -52.5 27.6 19.9 0.0 -21.4 78.6 0.0 0.0 -0.0 0.0 0.0 0.0 --
Total %0.0 17.9 4.5 0.0 22.3 17.5 9.2 6.6 0.0 33.3 9.5 34.9 0.0 0.0 44.4 0.0 0.0 0.0 0.0 0.0 -
PHF 0.000 0.867 0.818 0.000 0.857 0.881 0.561 0.622 0.000 0.790 0.890 0.644 0.000 0.000 0.685 0.000 0.000 0.000 0.000 0.000 0.847
Lights 0 288 72 0 360 281 148 107 0 536 151 562 0 0 713 0 0 0 0 0 1609
% Lights -100.0 100.0 -100.0 99.6 100.0 100.0 -99.8 98.7 100.0 --99.7 -----99.8
Mediums 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 2
% Mediums -0.0 0.0 -0.0 0.4 0.0 0.0 -0.2 0.7 0.0 --0.1 -----0.1
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1
% Articulated
Trucks -0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 0.7 0.0 --0.1 -----0.1
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
CARROLL AVE
Site Code:
Start Date: 03/01/2020
Page No: 4
Peak Hour Data
03/01/2020 10:00 AM
Ending At
03/01/2020 11:00 AM
Lights
Mediums
Articulated Trucks
CARROLL AVE [N]
Out In Total
669 360 1029
0 0 0
0 0 0
669 360 1029
72 288 0 0
0 0 0 0
0 0 0 0
72 288 0 0
R T L U
0
0
0
0
O
u
t
5
3
7
0
1
5
3
6
I
n
5
3
7
0
1
5
3
6
T
o
t
a
l
S
H
1
1
4
W
B
F
R
[
E
]
R
1
0
7
0
0
1
0
7
T
1
4
8
0
0
1
4
8
L
2
8
2
0
1
2
8
1
U
0
0
0
0
569 713 1282
1 1 2
0 1 1
570 715 1285
Out In Total
CARROLL AVE [S]
U L T R
0 151 562 0
0 1 0 0
0 1 0 0
0 153 562 0
Ea
s
t
b
o
u
n
d
S
t
.
[
W
]
To
t
a
l
37
1 1 1 37
3
In 0 0 0 0
Ou
t
37
1 1 1 37
3
0 0 0 0 U
0 0 0 0 L
0 0 0 0 T
0 0 0 0 R
Turning Movement Peak Hour Data Plot (10:00 AM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
CARROLL AVE
Site Code:
Start Date: 03/01/2020
Page No: 5
Turning Movement Peak Hour Data (12:00 PM)
Start Time
CARROLL AVE SH 114 WBFR CARROLL AVE Eastbound St.
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
12:00 PM 0 140 36 0 176 202 143 42 0 387 67 51 0 0 118 0 0 0 0 0 681
12:15 PM 0 80 27 0 107 106 54 19 0 179 80 109 0 0 189 0 0 0 0 0 475
12:30 PM 0 111 21 0 132 111 32 16 0 159 97 63 0 0 160 0 0 0 0 0 451
12:45 PM 0 58 10 0 68 91 15 35 0 141 95 40 0 0 135 0 0 0 0 0 344
Total 0 389 94 0 483 510 244 112 0 866 339 263 0 0 602 0 0 0 0 0 1951
Approach %0.0 80.5 19.5 0.0 -58.9 28.2 12.9 0.0 -56.3 43.7 0.0 0.0 -0.0 0.0 0.0 0.0 --
Total %0.0 19.9 4.8 0.0 24.8 26.1 12.5 5.7 0.0 44.4 17.4 13.5 0.0 0.0 30.9 0.0 0.0 0.0 0.0 0.0 -
PHF 0.000 0.695 0.653 0.000 0.686 0.631 0.427 0.667 0.000 0.559 0.874 0.603 0.000 0.000 0.796 0.000 0.000 0.000 0.000 0.000 0.716
Lights 0 389 94 0 483 509 243 112 0 864 338 263 0 0 601 0 0 0 0 0 1948
% Lights -100.0 100.0 -100.0 99.8 99.6 100.0 -99.8 99.7 100.0 --99.8 -----99.8
Mediums 0 0 0 0 0 1 1 0 0 2 1 0 0 0 1 0 0 0 0 0 3
% Mediums -0.0 0.0 -0.0 0.2 0.4 0.0 -0.2 0.3 0.0 --0.2 -----0.2
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks -0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 0.0 0.0 --0.0 -----0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
CARROLL AVE
Site Code:
Start Date: 03/01/2020
Page No: 6
Peak Hour Data
03/01/2020 12:00 PM
Ending At
03/01/2020 1:00 PM
Lights
Mediums
Articulated Trucks
CARROLL AVE [N]
Out In Total
375 483 858
0 0 0
0 0 0
375 483 858
94 389 0 0
0 0 0 0
0 0 0 0
94 389 0 0
R T L U
0
0
0
0
O
u
t
8
6
6
0
2
8
6
4
I
n
8
6
6
0
2
8
6
4
T
o
t
a
l
S
H
1
1
4
W
B
F
R
[
E
]
R
1
1
2
0
0
1
1
2
T
2
4
4
0
1
2
4
3
L
5
1
0
0
1
5
0
9
U
0
0
0
0
898 601 1499
1 1 2
0 0 0
899 602 1501
Out In Total
CARROLL AVE [S]
U L T R
0 338 263 0
0 1 0 0
0 0 0 0
0 339 263 0
Ea
s
t
b
o
u
n
d
S
t
.
[
W
]
To
t
a
l
67
5 2 0 67
7
In 0 0 0 0
Ou
t
67
5 2 0 67
7
0 0 0 0 U
0 0 0 0 L
0 0 0 0 T
0 0 0 0 R
Turning Movement Peak Hour Data Plot (12:00 PM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
GRACE LN
Site Code:
Start Date: 03/01/2020
Page No: 1
Turning Movement Data
Start Time
GRACE LN SH 114 WBFR Northbound St.Eastbound St.
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
8:30 AM 0 0 0 0 0 0 67 18 0 85 0 0 0 0 0 0 0 0 0 0 85
8:45 AM 0 0 0 0 0 0 96 37 0 133 0 0 0 0 0 0 0 0 0 0 133
Hourly Total 0 0 0 0 0 0 163 55 0 218 0 0 0 0 0 0 0 0 0 0 218
9:00 AM 0 0 1 0 1 0 79 12 0 91 0 0 0 0 0 0 0 0 0 0 92
9:15 AM 0 0 0 0 0 0 86 7 0 93 0 0 0 0 0 0 0 0 0 0 93
9:30 AM 0 0 0 0 0 0 106 4 0 110 0 0 0 0 0 0 0 0 0 0 110
9:45 AM 0 0 3 0 3 0 143 7 0 150 0 0 0 0 0 0 0 0 0 0 153
Hourly Total 0 0 4 0 4 0 414 30 0 444 0 0 0 0 0 0 0 0 0 0 448
10:00 AM 0 0 24 0 24 0 259 14 0 273 0 0 0 0 0 0 0 0 0 0 297
10:15 AM 0 0 59 0 59 0 234 56 0 290 0 0 0 0 0 0 0 0 0 0 349
10:30 AM 0 0 12 0 12 0 198 93 0 291 0 0 0 0 0 0 0 0 0 0 303
10:45 AM 0 0 2 0 2 0 194 53 0 247 0 0 0 0 0 0 0 0 0 0 249
Hourly Total 0 0 97 0 97 0 885 216 0 1101 0 0 0 0 0 0 0 0 0 0 1198
11:00 AM 0 0 4 0 4 0 179 5 0 184 0 0 0 0 0 0 0 0 0 0 188
11:15 AM 0 0 2 0 2 0 191 3 0 194 0 0 0 0 0 0 0 0 0 0 196
11:30 AM 0 0 6 0 6 0 218 6 0 224 0 0 0 0 0 0 0 0 0 0 230
11:45 AM 0 0 27 0 27 0 387 9 0 396 0 0 0 0 0 0 0 0 0 0 423
Hourly Total 0 0 39 0 39 0 975 23 0 998 0 0 0 0 0 0 0 0 0 0 1037
12:00 PM 0 0 144 0 144 0 547 18 0 565 0 0 0 0 0 0 0 0 0 0 709
12:15 PM 0 0 51 0 51 0 262 64 0 326 0 0 0 0 0 0 0 0 0 0 377
12:30 PM 0 0 24 0 24 0 267 21 0 288 0 0 0 0 0 0 0 0 0 0 312
12:45 PM 0 0 5 0 5 0 245 7 0 252 0 0 0 0 0 0 0 0 0 0 257
Hourly Total 0 0 224 0 224 0 1321 110 0 1431 0 0 0 0 0 0 0 0 0 0 1655
1:00 PM 0 0 10 0 10 0 250 4 0 254 0 0 0 0 0 0 0 0 0 0 264
1:15 PM 0 0 5 0 5 0 220 3 0 223 0 0 0 0 0 0 0 0 0 0 228
1:30 PM 0 0 18 0 18 0 313 0 0 313 0 0 0 0 0 0 0 0 0 0 331
1:45 PM 0 0 90 0 90 0 403 4 0 407 0 0 0 0 0 0 0 0 0 0 497
Hourly Total 0 0 123 0 123 0 1186 11 0 1197 0 0 0 0 0 0 0 0 0 0 1320
2:00 PM 0 0 34 0 34 0 286 0 0 286 0 0 0 0 0 0 0 0 0 0 320
2:15 PM 0 0 14 0 14 0 252 2 0 254 0 0 0 0 0 0 0 0 0 0 268
Grand Total 0 0 535 0 535 0 5482 447 0 5929 0 0 0 0 0 0 0 0 0 0 6464
Approach %0.0 0.0 100.0 0.0 -0.0 92.5 7.5 0.0 -0.0 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 --
Total %0.0 0.0 8.3 0.0 8.3 0.0 84.8 6.9 0.0 91.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -
Lights 0 0 535 0 535 0 5467 445 0 5912 0 0 0 0 0 0 0 0 0 0 6447
% Lights --100.0 -100.0 -99.7 99.6 -99.7 ----------99.7
Mediums 0 0 0 0 0 0 12 2 0 14 0 0 0 0 0 0 0 0 0 0 14
% Mediums --0.0 -0.0 -0.2 0.4 -0.2 ----------0.2
Articulated
Trucks 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 3
% Articulated
Trucks --0.0 -0.0 -0.1 0.0 -0.1 ----------0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
GRACE LN
Site Code:
Start Date: 03/01/2020
Page No: 2
03/01/2020 8:30 AM
Ending At
03/01/2020 2:30 PM
Lights
Mediums
Articulated Trucks
GRACE LN [N]
Out In Total
445 535 980
2 0 2
0 0 0
447 535 982
535 0 0 0
0 0 0 0
0 0 0 0
535 0 0 0
R T L U
0
0
0
0
O
u
t
5
9
2
9
3
1
4
5
9
1
2
I
n
5
9
2
9
3
1
4
5
9
1
2
T
o
t
a
l
S
H
1
1
4
W
B
F
R
[
E
]
R
4
4
7
0
2
4
4
5
T
5
4
8
2
3
1
2
5
4
6
7
L
0
0
0
0
U
0
0
0
0
0 0 0
0 0 0
0 0 0
0 0 0
Out In Total
Northbound St. [S]
U L T R
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
Ea
s
t
b
o
u
n
d
S
t
.
[
W
]
To
t
a
l
60
0
2
12 3
60
1
7
In 0 0 0 0
Ou
t
60
0
2
12 3
60
1
7
0 0 0 0 U
0 0 0 0 L
0 0 0 0 T
0 0 0 0 R
Turning Movement Data Plot
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
GRACE LN
Site Code:
Start Date: 03/01/2020
Page No: 3
Turning Movement Peak Hour Data (10:00 AM)
Start Time
GRACE LN SH 114 WBFR Northbound St.Eastbound St.
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
10:00 AM 0 0 24 0 24 0 259 14 0 273 0 0 0 0 0 0 0 0 0 0 297
10:15 AM 0 0 59 0 59 0 234 56 0 290 0 0 0 0 0 0 0 0 0 0 349
10:30 AM 0 0 12 0 12 0 198 93 0 291 0 0 0 0 0 0 0 0 0 0 303
10:45 AM 0 0 2 0 2 0 194 53 0 247 0 0 0 0 0 0 0 0 0 0 249
Total 0 0 97 0 97 0 885 216 0 1101 0 0 0 0 0 0 0 0 0 0 1198
Approach %0.0 0.0 100.0 0.0 -0.0 80.4 19.6 0.0 -0.0 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 --
Total %0.0 0.0 8.1 0.0 8.1 0.0 73.9 18.0 0.0 91.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -
PHF 0.000 0.000 0.411 0.000 0.411 0.000 0.854 0.581 0.000 0.946 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.858
Lights 0 0 97 0 97 0 883 216 0 1099 0 0 0 0 0 0 0 0 0 0 1196
% Lights --100.0 -100.0 -99.8 100.0 -99.8 ----------99.8
Mediums 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
% Mediums --0.0 -0.0 -0.2 0.0 -0.2 ----------0.2
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks --0.0 -0.0 -0.0 0.0 -0.0 ----------0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
GRACE LN
Site Code:
Start Date: 03/01/2020
Page No: 4
Peak Hour Data
03/01/2020 10:00 AM
Ending At
03/01/2020 11:00 AM
Lights
Mediums
Articulated Trucks
GRACE LN [N]
Out In Total
216 97 313
0 0 0
0 0 0
216 97 313
97 0 0 0
0 0 0 0
0 0 0 0
97 0 0 0
R T L U
0
0
0
0
O
u
t
1
1
0
1
0
2
1
0
9
9
I
n
1
1
0
1
0
2
1
0
9
9
T
o
t
a
l
S
H
1
1
4
W
B
F
R
[
E
]
R
2
1
6
0
0
2
1
6
T
8
8
5
0
2
8
8
3
L
0
0
0
0
U
0
0
0
0
0 0 0
0 0 0
0 0 0
0 0 0
Out In Total
Northbound St. [S]
U L T R
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
Ea
s
t
b
o
u
n
d
S
t
.
[
W
]
To
t
a
l
98
0 2 0 98
2
In 0 0 0 0
Ou
t
98
0 2 0 98
2
0 0 0 0 U
0 0 0 0 L
0 0 0 0 T
0 0 0 0 R
Turning Movement Peak Hour Data Plot (10:00 AM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
GRACE LN
Site Code:
Start Date: 03/01/2020
Page No: 5
Turning Movement Peak Hour Data (12:00 PM)
Start Time
GRACE LN SH 114 WBFR Northbound St.Eastbound St.
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
12:00 PM 0 0 144 0 144 0 547 18 0 565 0 0 0 0 0 0 0 0 0 0 709
12:15 PM 0 0 51 0 51 0 262 64 0 326 0 0 0 0 0 0 0 0 0 0 377
12:30 PM 0 0 24 0 24 0 267 21 0 288 0 0 0 0 0 0 0 0 0 0 312
12:45 PM 0 0 5 0 5 0 245 7 0 252 0 0 0 0 0 0 0 0 0 0 257
Total 0 0 224 0 224 0 1321 110 0 1431 0 0 0 0 0 0 0 0 0 0 1655
Approach %0.0 0.0 100.0 0.0 -0.0 92.3 7.7 0.0 -0.0 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 --
Total %0.0 0.0 13.5 0.0 13.5 0.0 79.8 6.6 0.0 86.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -
PHF 0.000 0.000 0.389 0.000 0.389 0.000 0.604 0.430 0.000 0.633 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.584
Lights 0 0 224 0 224 0 1318 110 0 1428 0 0 0 0 0 0 0 0 0 0 1652
% Lights --100.0 -100.0 -99.8 100.0 -99.8 ----------99.8
Mediums 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
% Mediums --0.0 -0.0 -0.2 0.0 -0.1 ----------0.1
Articulated
Trucks 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
% Articulated
Trucks --0.0 -0.0 -0.1 0.0 -0.1 ----------0.1
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
GRACE LN
Site Code:
Start Date: 03/01/2020
Page No: 6
Peak Hour Data
03/01/2020 12:00 PM
Ending At
03/01/2020 1:00 PM
Lights
Mediums
Articulated Trucks
GRACE LN [N]
Out In Total
110 224 334
0 0 0
0 0 0
110 224 334
224 0 0 0
0 0 0 0
0 0 0 0
224 0 0 0
R T L U
0
0
0
0
O
u
t
1
4
3
1
1
2
1
4
2
8
I
n
1
4
3
1
1
2
1
4
2
8
T
o
t
a
l
S
H
1
1
4
W
B
F
R
[
E
]
R
1
1
0
0
0
1
1
0
T
1
3
2
1
1
2
1
3
1
8
L
0
0
0
0
U
0
0
0
0
0 0 0
0 0 0
0 0 0
0 0 0
Out In Total
Northbound St. [S]
U L T R
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
Ea
s
t
b
o
u
n
d
S
t
.
[
W
]
To
t
a
l
15
4
2
2 1
15
4
5
In 0 0 0 0
Ou
t
15
4
2
2 1
15
4
5
0 0 0 0 U
0 0 0 0 L
0 0 0 0 T
0 0 0 0 R
Turning Movement Peak Hour Data Plot (12:00 PM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
KIMBALL AVE
Site Code:
Start Date: 03/01/2020
Page No: 1
Turning Movement Data
Start Time
KIMBALL AVE SH 114 WBFR KIMBALL AVE Eastbound St.
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
8:30 AM 0 58 7 0 65 36 46 56 22 160 24 32 0 0 56 0 0 0 0 0 281
8:45 AM 0 67 11 0 78 46 93 72 29 240 33 19 0 0 52 0 0 0 0 0 370
Hourly Total 0 125 18 0 143 82 139 128 51 400 57 51 0 0 108 0 0 0 0 0 651
9:00 AM 0 61 11 0 72 35 46 38 26 145 26 39 0 0 65 0 0 0 0 0 282
9:15 AM 0 87 15 0 102 36 10 21 35 102 14 31 0 1 46 0 0 0 0 0 250
9:30 AM 0 100 8 0 108 62 18 27 37 144 19 26 0 0 45 0 0 0 0 0 297
9:45 AM 0 124 20 0 144 67 12 41 87 207 15 52 0 0 67 0 0 0 0 0 418
Hourly Total 0 372 54 0 426 200 86 127 185 598 74 148 0 1 223 0 0 0 0 0 1247
10:00 AM 0 93 7 0 100 68 35 52 90 245 28 45 0 0 73 0 0 0 0 0 418
10:15 AM 0 159 15 0 174 73 89 83 93 338 36 60 0 0 96 0 0 0 0 0 608
10:30 AM 0 131 18 0 149 68 150 101 73 392 56 77 0 0 133 0 0 0 0 0 674
10:45 AM 0 129 9 1 139 103 87 42 79 311 42 67 0 0 109 0 0 0 0 0 559
Hourly Total 0 512 49 1 562 312 361 278 335 1286 162 249 0 0 411 0 0 0 0 0 2259
11:00 AM 0 131 9 0 140 83 22 36 86 227 42 71 0 0 113 0 0 0 0 0 480
11:15 AM 0 114 10 0 124 95 19 47 108 269 40 63 0 0 103 0 0 0 0 0 496
11:30 AM 0 125 15 0 140 124 15 45 90 274 54 79 0 0 133 0 0 0 0 0 547
11:45 AM 0 127 20 0 147 108 30 44 68 250 49 62 0 0 111 0 0 0 0 0 508
Hourly Total 0 497 54 0 551 410 86 172 352 1020 185 275 0 0 460 0 0 0 0 0 2031
12:00 PM 0 288 33 1 322 113 54 43 76 286 74 72 0 1 147 0 0 0 0 0 755
12:15 PM 0 190 23 0 213 103 92 61 108 364 70 91 0 1 162 0 0 0 0 0 739
12:30 PM 0 172 18 1 191 99 70 49 89 307 72 87 0 0 159 0 0 0 0 0 657
12:45 PM 0 129 22 0 151 82 35 54 117 288 72 100 0 0 172 0 0 0 0 0 611
Hourly Total 0 779 96 2 877 397 251 207 390 1245 288 350 0 2 640 0 0 0 0 0 2762
1:00 PM 0 110 16 0 126 113 26 51 122 312 71 93 0 0 164 0 0 0 0 0 602
1:15 PM 0 121 20 0 141 67 21 52 88 228 78 93 0 0 171 0 0 0 0 0 540
1:30 PM 0 108 16 0 124 88 37 68 113 306 77 90 0 1 168 0 0 0 0 0 598
1:45 PM 0 200 18 0 218 78 26 62 89 255 81 94 0 0 175 0 0 0 0 0 648
Hourly Total 0 539 70 0 609 346 110 233 412 1101 307 370 0 1 678 0 0 0 0 0 2388
2:00 PM 0 120 15 0 135 116 38 48 111 313 69 96 0 0 165 0 0 0 0 0 613
2:15 PM 0 98 20 0 118 82 16 50 107 255 88 105 0 0 193 0 0 0 0 0 566
Grand Total 0 3042 376 3 3421 1945 1087 1243 1943 6218 1230 1644 0 4 2878 0 0 0 0 0 12517
Approach %0.0 88.9 11.0 0.1 -31.3 17.5 20.0 31.2 -42.7 57.1 0.0 0.1 -0.0 0.0 0.0 0.0 --
Total %0.0 24.3 3.0 0.0 27.3 15.5 8.7 9.9 15.5 49.7 9.8 13.1 0.0 0.0 23.0 0.0 0.0 0.0 0.0 0.0 -
Lights 0 3036 376 3 3415 1935 1085 1240 1938 6198 1228 1641 0 4 2873 0 0 0 0 0 12486
% Lights -99.8 100.0 100.0 99.8 99.5 99.8 99.8 99.7 99.7 99.8 99.8 -100.0 99.8 -----99.8
Mediums 0 6 0 0 6 6 1 3 5 15 1 3 0 0 4 0 0 0 0 0 25
% Mediums -0.2 0.0 0.0 0.2 0.3 0.1 0.2 0.3 0.2 0.1 0.2 -0.0 0.1 -----0.2
Articulated
Trucks 0 0 0 0 0 4 1 0 0 5 1 0 0 0 1 0 0 0 0 0 6
% Articulated
Trucks -0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.0 0.1 0.1 0.0 -0.0 0.0 -----0.0
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
KIMBALL AVE
Site Code:
Start Date: 03/01/2020
Page No: 2
03/01/2020 8:30 AM
Ending At
03/01/2020 2:30 PM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
2884 3415 6299
6 6 12
0 0 0
2890 3421 6311
376 3036 0 3
0 6 0 0
0 0 0 0
376 3042 0 3
R T L U
1
9
4
3
0
5
1
9
3
8
O
u
t
6
2
1
8
5
1
5
6
1
9
8
I
n
8
1
6
1
5
2
0
8
1
3
6
T
o
t
a
l
S
H
1
1
4
W
B
F
R
[
E
]
R
1
2
4
3
0
3
1
2
4
0
T
1
0
8
7
1
1
1
0
8
5
L
1
9
4
5
4
6
1
9
3
5
U
1
9
4
3
0
5
1
9
3
8
4975 2873 7848
12 4 16
4 1 5
4991 2878 7869
Out In Total
KIMBALL AVE [S]
U L T R
4 1228 1641 0
0 1 3 0
0 1 0 0
4 1230 1644 0
Ea
s
t
b
o
u
n
d
S
t
.
[
W
]
To
t
a
l
26
8
9
2 2
26
9
3
In 0 0 0 0
Ou
t
26
8
9
2 2
26
9
3
0 0 0 0 U
0 0 0 0 L
0 0 0 0 T
0 0 0 0 R
Turning Movement Data Plot
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
KIMBALL AVE
Site Code:
Start Date: 03/01/2020
Page No: 3
Turning Movement Peak Hour Data (10:15 AM)
Start Time
KIMBALL AVE SH 114 WBFR KIMBALL AVE Eastbound St.
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
10:15 AM 0 159 15 0 174 73 89 83 93 338 36 60 0 0 96 0 0 0 0 0 608
10:30 AM 0 131 18 0 149 68 150 101 73 392 56 77 0 0 133 0 0 0 0 0 674
10:45 AM 0 129 9 1 139 103 87 42 79 311 42 67 0 0 109 0 0 0 0 0 559
11:00 AM 0 131 9 0 140 83 22 36 86 227 42 71 0 0 113 0 0 0 0 0 480
Total 0 550 51 1 602 327 348 262 331 1268 176 275 0 0 451 0 0 0 0 0 2321
Approach %0.0 91.4 8.5 0.2 -25.8 27.4 20.7 26.1 -39.0 61.0 0.0 0.0 -0.0 0.0 0.0 0.0 --
Total %0.0 23.7 2.2 0.0 25.9 14.1 15.0 11.3 14.3 54.6 7.6 11.8 0.0 0.0 19.4 0.0 0.0 0.0 0.0 0.0 -
PHF 0.000 0.865 0.708 0.250 0.865 0.794 0.580 0.649 0.890 0.809 0.786 0.893 0.000 0.000 0.848 0.000 0.000 0.000 0.000 0.000 0.861
Lights 0 550 51 1 602 326 347 261 330 1264 176 275 0 0 451 0 0 0 0 0 2317
% Lights -100.0 100.0 100.0 100.0 99.7 99.7 99.6 99.7 99.7 100.0 100.0 --100.0 -----99.8
Mediums 0 0 0 0 0 1 1 1 1 4 0 0 0 0 0 0 0 0 0 0 4
% Mediums -0.0 0.0 0.0 0.0 0.3 0.3 0.4 0.3 0.3 0.0 0.0 --0.0 -----0.2
Articulated
Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Articulated
Trucks -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
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
KIMBALL AVE
Site Code:
Start Date: 03/01/2020
Page No: 4
Peak Hour Data
03/01/2020 10:15 AM
Ending At
03/01/2020 11:15 AM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
537 602 1139
1 0 1
0 0 0
538 602 1140
51 550 0 1
0 0 0 0
0 0 0 0
51 550 0 1
R T L U
3
3
1
0
1
3
3
0
O
u
t
1
2
6
8
0
4
1
2
6
4
I
n
1
5
9
9
0
5
1
5
9
4
T
o
t
a
l
S
H
1
1
4
W
B
F
R
[
E
]
R
2
6
2
0
1
2
6
1
T
3
4
8
0
1
3
4
7
L
3
2
7
0
1
3
2
6
U
3
3
1
0
1
3
3
0
876 451 1327
1 0 1
0 0 0
877 451 1328
Out In Total
KIMBALL AVE [S]
U L T R
0 176 275 0
0 0 0 0
0 0 0 0
0 176 275 0
Ea
s
t
b
o
u
n
d
S
t
.
[
W
]
To
t
a
l
57
4 1 0 57
5
In 0 0 0 0
Ou
t
57
4 1 0 57
5
0 0 0 0 U
0 0 0 0 L
0 0 0 0 T
0 0 0 0 R
Turning Movement Peak Hour Data Plot (10:15 AM)
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
KIMBALL AVE
Site Code:
Start Date: 03/01/2020
Page No: 5
Turning Movement Peak Hour Data (12:00 PM)
Start Time
KIMBALL AVE SH 114 WBFR KIMBALL AVE Eastbound St.
Southbound Westbound Northbound Eastbound
Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total Left Thru Right U-Turn App.
Total
Int.
Total
12:00 PM 0 288 33 1 322 113 54 43 76 286 74 72 0 1 147 0 0 0 0 0 755
12:15 PM 0 190 23 0 213 103 92 61 108 364 70 91 0 1 162 0 0 0 0 0 739
12:30 PM 0 172 18 1 191 99 70 49 89 307 72 87 0 0 159 0 0 0 0 0 657
12:45 PM 0 129 22 0 151 82 35 54 117 288 72 100 0 0 172 0 0 0 0 0 611
Total 0 779 96 2 877 397 251 207 390 1245 288 350 0 2 640 0 0 0 0 0 2762
Approach %0.0 88.8 10.9 0.2 -31.9 20.2 16.6 31.3 -45.0 54.7 0.0 0.3 -0.0 0.0 0.0 0.0 --
Total %0.0 28.2 3.5 0.1 31.8 14.4 9.1 7.5 14.1 45.1 10.4 12.7 0.0 0.1 23.2 0.0 0.0 0.0 0.0 0.0 -
PHF 0.000 0.676 0.727 0.500 0.681 0.878 0.682 0.848 0.833 0.855 0.973 0.875 0.000 0.500 0.930 0.000 0.000 0.000 0.000 0.000 0.915
Lights 0 778 96 2 876 394 250 206 389 1239 288 348 0 2 638 0 0 0 0 0 2753
% Lights -99.9 100.0 100.0 99.9 99.2 99.6 99.5 99.7 99.5 100.0 99.4 -100.0 99.7 -----99.7
Mediums 0 1 0 0 1 2 0 1 1 4 0 2 0 0 2 0 0 0 0 0 7
% Mediums -0.1 0.0 0.0 0.1 0.5 0.0 0.5 0.3 0.3 0.0 0.6 -0.0 0.3 -----0.3
Articulated
Trucks 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 2
% Articulated
Trucks -0.0 0.0 0.0 0.0 0.3 0.4 0.0 0.0 0.2 0.0 0.0 -0.0 0.0 -----0.1
GRAM Traffic NTX Inc.
1120 W. Lovers Lane
Arlington, Texas, United States 76013
817.265.8968
Count Name: SH 114 WBFR @
KIMBALL AVE
Site Code:
Start Date: 03/01/2020
Page No: 6
Peak Hour Data
03/01/2020 12:00 PM
Ending At
03/01/2020 1:00 PM
Lights
Mediums
Articulated Trucks
KIMBALL AVE [N]
Out In Total
556 876 1432
3 1 4
0 0 0
559 877 1436
96 778 0 2
0 1 0 0
0 0 0 0
96 779 0 2
R T L U
3
9
0
0
1
3
8
9
O
u
t
1
2
4
5
2
4
1
2
3
9
I
n
1
6
3
5
2
5
1
6
2
8
T
o
t
a
l
S
H
1
1
4
W
B
F
R
[
E
]
R
2
0
7
0
1
2
0
6
T
2
5
1
1
0
2
5
0
L
3
9
7
1
2
3
9
4
U
3
9
0
0
1
3
8
9
1174 638 1812
3 2 5
1 0 1
1178 640 1818
Out In Total
KIMBALL AVE [S]
U L T R
2 288 348 0
0 0 2 0
0 0 0 0
2 288 350 0
Ea
s
t
b
o
u
n
d
S
t
.
[
W
]
To
t
a
l
63
4 0 1 63
5
In 0 0 0 0
Ou
t
63
4 0 1 63
5
0 0 0 0 U
0 0 0 0 L
0 0 0 0 T
0 0 0 0 R
Turning Movement Peak Hour Data Plot (12:00 PM)
HCM 6th TWSC
1: SH 114 WBFR & Highland Street 06/14/2020
Page 1 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Inbound Peak.syn
Intersection
Int Delay, s/veh 2
Movement WBL WBR SEL SET NWT NWR
Lane Configurations
Traffic Vol, veh/h 0 16 0 0 48 8
Future Vol, veh/h 0 16 0 0 48 8
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -Yield
Storage Length -0 ----
Veh in Median Storage, #0 --17747 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 16 0 0 48 8
Major/Minor Minor2 Major2
Conflicting Flow All -28 -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 0 882 --
Stage 1 0 ---
Stage 2 0 ---
Platoon blocked, %--
Mov Cap-1 Maneuver -882 --
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach WB NW
HCM Control Delay, s 9.2 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRWBLn1
Capacity (veh/h)--882
HCM Lane V/C Ratio --0.018
HCM Control Delay (s)--9.2
HCM Lane LOS --A
HCM 95th %tile Q(veh)--0.1
HCM 6th TWSC
2: Carroll Avenue & Highland Street 06/14/2020
Page 2 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Inbound Peak.syn
Intersection
Int Delay, s/veh 6.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 8 132 8 8 56 160 768 72 184 12
Future Vol, veh/h 0 0 8 132 8 8 56 160 768 72 184 12
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized --None --None --None --None
Storage Length ------100 --100 --
Veh in Median Storage, #-0 --0 --0 --0 -
Grade, %-0 --0 --0 --0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 8 132 8 8 56 160 768 72 184 12
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 998 1374 190 994 996 544 196 0 0 928 0 0
Stage 1 334 334 -656 656 -------
Stage 2 664 1040 -338 340 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 --4.12 --
Critical Hdwy Stg 1 6.12 5.52 -6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 -6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 --2.218 --
Pot Cap-1 Maneuver 223 145 852 224 244 539 1377 --737 --
Stage 1 680 643 -454 462 -------
Stage 2 450 307 -676 639 -------
Platoon blocked, %----
Mov Cap-1 Maneuver 192 125 852 199 211 539 1377 --737 --
Mov Cap-2 Maneuver 192 125 -199 211 -------
Stage 1 652 580 -435 443 -------
Stage 2 418 294 -604 576 -------
Approach EB WB NB SB
HCM Control Delay, s 9.3 56.8 0.4 2.8
HCM LOS A F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1377 --852 207 737 --
HCM Lane V/C Ratio 0.041 --0.009 0.715 0.098 --
HCM Control Delay (s)7.7 --9.3 56.8 10.4 --
HCM Lane LOS A --A F B --
HCM 95th %tile Q(veh)0.1 --0 4.6 0.3 --
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 3 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Inbound Peak.syn
Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR
Lane Configurations
Traffic Volume (vph)172 872 0 0 276 68 0 0 0 288 108 120
Future Volume (vph)172 872 0 0 276 68 0 0 0 288 108 120
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type D.P+P NA NA Perm NA Perm
Protected Phases 1 1 2 2 4 12
Permitted Phases 2 4 12 4 12
Detector Phase 1 1 2 2 4 12 4 12 4 12
Switch Phase
Minimum Initial (s)5.0 5.0
Minimum Split (s)12.0 29.0
Total Split (s)84.0 42.0
Total Split (%)48.6%24.3%
Yellow Time (s)4.5 4.5
All-Red Time (s)2.5 2.5
Lost Time Adjust (s)0.0 0.0
Total Lost Time (s)7.0 7.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max
Act Effct Green (s)112.1 119.1 35.0 27.8 27.8 27.8
Actuated g/C Ratio 0.70 0.74 0.22 0.17 0.17 0.17
v/c Ratio 0.17 0.33 0.45 0.52 0.44 0.30
Control Delay 1.2 0.4 54.9 67.2 61.9 4.3
Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0
Total Delay 1.2 0.6 54.9 67.2 61.9 4.3
LOS A A D E E A
Approach Delay 0.7 54.9 50.0
Approach LOS A D D
Intersection Summary
Cycle Length: 173
Actuated Cycle Length: 160.9
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 23.8 Intersection LOS: C
Intersection Capacity Utilization 54.1%ICU Level of Service A
Analysis Period (min) 15
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 4 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Inbound Peak.syn
Splits and Phases: 3: Carroll Avenue & SH 114 WBFR
Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 4 5 6 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 2.0 2.0
Minimum Split (s)32.0 12.0 29.0 37.0 9.0 9.0
Total Split (s)37.0 69.0 57.0 37.0 10.0 10.0
Total Split (%)21%40%33%21%6%6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None Max None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 5 Synchro 10 Report
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)548 152 216 0 0 0 0 476 152 180 396 0
Future Volume (vph)548 152 216 0 0 0 0 476 152 180 396 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 16 6 5 5 6
Permitted Phases 8 16 8 16 6 6
Detector Phase 8 16 8 16 8 16 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)29.0 29.0 12.0
Total Split (s)57.0 57.0 69.0
Total Split (%)32.9%32.9%39.9%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0
Lead/Lag Lead Lead Lag
Lead-Lag Optimize?Yes Yes Yes
Recall Mode Max Max None
Act Effct Green (s)40.0 40.0 40.0 50.0 50.0 99.9 106.9
Actuated g/C Ratio 0.25 0.25 0.25 0.31 0.31 0.62 0.66
v/c Ratio 0.69 0.52 0.39 0.43 0.25 0.24 0.17
Control Delay 65.6 55.5 7.9 46.2 6.2 4.0 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 65.6 55.5 7.9 46.2 6.2 4.0 0.5
LOS E E A D A A A
Approach Delay 47.3 36.5 1.6
Approach LOS D D A
Intersection Summary
Cycle Length: 173
Actuated Cycle Length: 160.9
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 31.7 Intersection LOS: C
Intersection Capacity Utilization 54.1%ICU Level of Service A
Analysis Period (min) 15
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 6 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Inbound Peak.syn
Splits and Phases: 4: Carroll Avenue & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 2.0 2.0
Minimum Split (s)12.0 29.0 32.0 37.0 9.0 9.0
Total Split (s)84.0 42.0 37.0 37.0 10.0 10.0
Total Split (%)49%24%21%21%6%6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode Max Max None None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
8: SH 114 WBFR & Blessed Way 06/14/2020
Page 7 Synchro 10 Report
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Intersection
Int Delay, s/veh 0
Movement SEL SET NWT NWR SWL SWR
Lane Configurations
Traffic Vol, veh/h 0 0 116 884 0 132
Future Vol, veh/h 0 0 116 884 0 132
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -Free
Storage Length ---0 -0
Veh in Median Storage, #-0 0 -0 -
Grade, %-0 0 -0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 0 116 884 0 132
Major/Minor Major2 Minor2
Conflicting Flow All -0 --
Stage 1 ----
Stage 2 ----
Critical Hdwy ----
Critical Hdwy Stg 1 ----
Critical Hdwy Stg 2 ----
Follow-up Hdwy ----
Pot Cap-1 Maneuver --0 0
Stage 1 --0 0
Stage 2 --0 0
Platoon blocked, %--
Mov Cap-1 Maneuver ----
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach NW SW
HCM Control Delay, s 0 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRSWLn1SWLn2
Capacity (veh/h)----
HCM Lane V/C Ratio ----
HCM Control Delay (s)--0 0
HCM Lane LOS --A A
HCM 95th %tile Q(veh)----
HCM 6th TWSC
10: Kimball Avenue & Highland Street 06/14/2020
Page 8 Synchro 10 Report
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Intersection
Int Delay, s/veh 0.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 48 12 324 544 0
Future Vol, veh/h 4 48 12 324 544 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -None
Storage Length 0 -65 ---
Veh in Median Storage, #0 --0 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 4 48 12 324 544 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 730 272 544 0 -0
Stage 1 544 -----
Stage 2 186 -----
Critical Hdwy 6.84 6.94 4.14 ---
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 ---
Pot Cap-1 Maneuver 357 726 1021 ---
Stage 1 546 -----
Stage 2 827 -----
Platoon blocked, %---
Mov Cap-1 Maneuver 353 726 1021 ---
Mov Cap-2 Maneuver 353 -----
Stage 1 539 -----
Stage 2 827 -----
Approach EB NB SB
HCM Control Delay, s 10.8 0.3 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h)1021 -671 --
HCM Lane V/C Ratio 0.012 -0.077 --
HCM Control Delay (s)8.6 -10.8 --
HCM Lane LOS A -B --
HCM 95th %tile Q(veh)0 -0.3 --
HCM 6th TWSC
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
Page 9 Synchro 10 Report
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Intersection
Int Delay, s/veh 3.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 12 0 60 4 0 0 280 344 0 0 520 100
Future Vol, veh/h 12 0 60 4 0 0 280 344 0 0 520 100
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized --None --None --None --None
Storage Length 150 -0 ---165 --65 --
Veh in Median Storage, #-0 --0 --0 --0 -
Grade, %-0 --0 --0 --0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 12 0 60 4 0 0 280 344 0 0 520 100
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1302 1474 310 1164 1524 172 620 0 0 344 0 0
Stage 1 570 570 -904 904 -------
Stage 2 732 904 -260 620 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 --4.14 --
Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 -6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 --2.22 --
Pot Cap-1 Maneuver 118 125 686 150 117 842 956 --1212 --
Stage 1 474 504 -298 354 -------
Stage 2 379 354 -722 478 -------
Platoon blocked, %----
Mov Cap-1 Maneuver 91 88 686 106 83 842 956 --1212 --
Mov Cap-2 Maneuver 91 88 -106 83 -------
Stage 1 335 504 -211 250 -------
Stage 2 268 250 -659 478 -------
Approach EB WB NB SB
HCM Control Delay, s 17.4 40.3 4.6 0
HCM LOS C E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h)956 --91 686 106 1212 --
HCM Lane V/C Ratio 0.293 --0.132 0.087 0.038 ---
HCM Control Delay (s)10.3 --50.5 10.8 40.3 0 --
HCM Lane LOS B --F B E A --
HCM 95th %tile Q(veh)1.2 --0.4 0.3 0.1 0 --
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 10 Synchro 10 Report
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 272 600 404 224 308 0 0 524 72
Future Volume (vph)0 0 0 272 600 404 224 308 0 0 524 72
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm D.P+P NA NA
Protected Phases 4 12 1 1 2 2
Permitted Phases 4 12 4 12 2
Detector Phase 4 12 4 12 4 12 1 1 2 2
Switch Phase
Minimum Initial (s)5.0 10.0
Minimum Split (s)12.0 29.0
Total Split (s)64.0 87.0
Total Split (%)33.2%45.1%
Yellow Time (s)4.5 4.5
All-Red Time (s)2.5 2.5
Lost Time Adjust (s)0.0 0.0
Total Lost Time (s)7.0 7.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None Max
Act Effct Green (s)35.0 35.0 35.0 136.6 143.6 80.0
Actuated g/C Ratio 0.18 0.18 0.18 0.71 0.75 0.42
v/c Ratio 0.84 1.02 0.82 0.28 0.12 0.29
Control Delay 99.9 116.7 42.4 4.4 1.7 36.8
Queue Delay 0.0 0.0 0.0 0.2 0.0 0.0
Total Delay 99.9 116.7 42.4 4.7 1.7 36.8
LOS F F D A A D
Approach Delay 90.0 3.0 36.8
Approach LOS F A D
Intersection Summary
Cycle Length: 193
Actuated Cycle Length: 192.6
Natural Cycle: 135
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.02
Intersection Signal Delay: 57.5 Intersection LOS: E
Intersection Capacity Utilization 58.0%ICU Level of Service B
Analysis Period (min) 15
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 11 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Inbound Peak.syn
Splits and Phases: 12: Kimball Ave/Kimball Avenue & SH 114 WBFR
Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 4 5 6 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 10.0 5.0 3.0 3.0
Minimum Split (s)37.0 12.0 29.0 37.0 10.0 10.0
Total Split (s)32.0 109.0 47.0 27.0 10.0 10.0
Total Split (%)17%56%24%14%5%5%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None Max None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 12 Synchro 10 Report
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)144 352 172 0 0 0 0 356 136 336 488 0
Future Volume (vph)144 352 172 0 0 0 0 356 136 336 488 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 16 6 5 5 6
Permitted Phases 8 16 8 16 6 6
Detector Phase 8 16 8 16 8 16 6 6 5 5 6
Switch Phase
Minimum Initial (s)10.0 10.0 5.0
Minimum Split (s)29.0 29.0 12.0
Total Split (s)47.0 47.0 109.0
Total Split (%)24.4%24.4%56.5%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0
Lead/Lag Lead Lead Lag
Lead-Lag Optimize?Yes Yes Yes
Recall Mode Max Max None
Act Effct Green (s)29.6 29.6 29.6 40.0 40.0 142.0 149.0
Actuated g/C Ratio 0.15 0.15 0.15 0.21 0.21 0.74 0.77
v/c Ratio 0.53 0.71 0.44 0.34 0.31 0.30 0.18
Control Delay 83.5 85.5 12.2 66.1 9.3 3.2 0.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.3 0.4
Total Delay 83.5 85.5 12.2 66.1 9.3 3.5 1.3
LOS F F B E A A A
Approach Delay 66.3 50.4 2.2
Approach LOS E D A
Intersection Summary
Cycle Length: 193
Actuated Cycle Length: 192.6
Natural Cycle: 135
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.02
Intersection Signal Delay: 35.7 Intersection LOS: D
Intersection Capacity Utilization 58.0%ICU Level of Service B
Analysis Period (min) 15
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 13 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Inbound Peak.syn
Splits and Phases: 13: Kimball Ave & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0 5.0 3.0 3.0
Minimum Split (s)12.0 29.0 37.0 37.0 10.0 10.0
Total Split (s)64.0 87.0 32.0 27.0 10.0 10.0
Total Split (%)33%45%17%14%5%5%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
1: SH 114 WBFR & Highland Street 06/12/2020
Page 1 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Outbound Peak.syn
Intersection
Int Delay, s/veh 4.2
Movement WBL WBR SEL SET NWT NWR
Lane Configurations
Traffic Vol, veh/h 0 120 0 0 172 0
Future Vol, veh/h 0 120 0 0 172 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -Yield
Storage Length -0 ----
Veh in Median Storage, #0 --17747 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 120 0 0 172 0
Major/Minor Minor2 Major2
Conflicting Flow All -86 -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 0 811 --
Stage 1 0 ---
Stage 2 0 ---
Platoon blocked, %--
Mov Cap-1 Maneuver -811 --
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach WB NW
HCM Control Delay, s 10.2 0
HCM LOS B
Minor Lane/Major Mvmt NWT NWRWBLn1
Capacity (veh/h)--811
HCM Lane V/C Ratio --0.148
HCM Control Delay (s)--10.2
HCM Lane LOS --B
HCM 95th %tile Q(veh)--0.5
HCM 6th TWSC
2: Carroll Avenue & Highland Street 06/12/2020
Page 2 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Outbound Peak.syn
Intersection
Int Delay, s/veh 37.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 16 76 348 60 52 8 240 144 12 120 8
Future Vol, veh/h 8 16 76 348 60 52 8 240 144 12 120 8
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized --None --None --None --None
Storage Length ------100 --100 --
Veh in Median Storage, #-0 --0 --0 --0 -
Grade, %-0 --0 --0 --0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 8 16 76 348 60 52 8 240 144 12 120 8
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 532 548 124 522 480 312 128 0 0 384 0 0
Stage 1 148 148 -328 328 -------
Stage 2 384 400 -194 152 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 --4.12 --
Critical Hdwy Stg 1 6.12 5.52 -6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 -6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 --2.218 --
Pot Cap-1 Maneuver 458 444 927 465 485 728 1458 --1174 --
Stage 1 855 775 -685 647 -------
Stage 2 639 602 -808 772 -------
Platoon blocked, %----
Mov Cap-1 Maneuver 380 437 927 410 478 728 1458 --1174 --
Mov Cap-2 Maneuver 380 437 -410 478 -------
Stage 1 851 767 -682 644 -------
Stage 2 535 599 -719 764 -------
Approach EB WB NB SB
HCM Control Delay, s 10.8 86.3 0.2 0.7
HCM LOS B F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1458 --716 440 1174 --
HCM Lane V/C Ratio 0.005 --0.14 1.045 0.01 --
HCM Control Delay (s)7.5 --10.8 86.3 8.1 --
HCM Lane LOS A --B F A --
HCM 95th %tile Q(veh)0 --0.5 14.4 0 --
Timings
3: Carroll Avenue & SH 114 WBFR 06/12/2020
Page 3 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Outbound Peak.syn
Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR
Lane Configurations
Traffic Volume (vph)268 204 0 0 560 144 0 0 0 808 572 168
Future Volume (vph)268 204 0 0 560 144 0 0 0 808 572 168
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)44%
Turn Type D.P+P NA NA Perm NA Perm
Protected Phases 1 1 2 2 4 12
Permitted Phases 2 4 12 4 12
Detector Phase 1 1 2 2 4 12 4 12 4 12
Switch Phase
Minimum Initial (s)5.0 5.0
Minimum Split (s)12.0 29.0
Total Split (s)84.0 42.0
Total Split (%)48.6%24.3%
Yellow Time (s)4.5 4.5
All-Red Time (s)2.5 2.5
Lost Time Adjust (s)0.0 0.0
Total Lost Time (s)7.0 7.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max
Act Effct Green (s)112.0 119.0 35.0 40.0 40.0 40.0
Actuated g/C Ratio 0.65 0.69 0.20 0.23 0.23 0.23
v/c Ratio 0.32 0.08 1.00 1.22 1.21 0.34
Control Delay 1.8 0.1 98.7 172.4 159.2 10.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 1.8 0.1 98.7 172.4 159.2 10.7
LOS A A F F F B
Approach Delay 1.0 98.7 146.9
Approach LOS A F F
Intersection Summary
Cycle Length: 173
Actuated Cycle Length: 173
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.22
Intersection Signal Delay: 109.2 Intersection LOS: F
Intersection Capacity Utilization 78.6%ICU Level of Service D
Analysis Period (min) 15
Timings
3: Carroll Avenue & SH 114 WBFR 06/12/2020
Page 4 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Outbound Peak.syn
Splits and Phases: 3: Carroll Avenue & SH 114 WBFR
Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 4 5 6 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 2.0 2.0
Minimum Split (s)32.0 12.0 29.0 37.0 9.0 9.0
Total Split (s)37.0 69.0 57.0 37.0 10.0 10.0
Total Split (%)21%40%33%21%6%6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None Max None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
4: Carroll Avenue & SH 114 EBFR 06/12/2020
Page 5 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Outbound Peak.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)100 364 368 0 0 0 0 372 288 432 884 0
Future Volume (vph)100 364 368 0 0 0 0 372 288 432 884 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 16 6 5 5 6
Permitted Phases 8 16 8 16 6 6
Detector Phase 8 16 8 16 8 16 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)29.0 29.0 12.0
Total Split (s)57.0 57.0 69.0
Total Split (%)32.9%32.9%39.9%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0
Lead/Lag Lead Lead Lag
Lead-Lag Optimize?Yes Yes Yes
Recall Mode Max Max None
Act Effct Green (s)40.0 40.0 40.0 50.0 50.0 112.0 119.0
Actuated g/C Ratio 0.23 0.23 0.23 0.29 0.29 0.65 0.69
v/c Ratio 0.24 0.48 0.70 0.36 0.44 0.49 0.36
Control Delay 56.3 59.9 34.7 50.1 8.4 4.6 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.3 0.6
Total Delay 56.3 59.9 34.7 50.1 8.4 4.9 0.8
LOS E E C D A A A
Approach Delay 48.3 31.9 2.1
Approach LOS D C A
Intersection Summary
Cycle Length: 173
Actuated Cycle Length: 173
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.22
Intersection Signal Delay: 22.8 Intersection LOS: C
Intersection Capacity Utilization 78.6%ICU Level of Service D
Analysis Period (min) 15
Timings
4: Carroll Avenue & SH 114 EBFR 06/12/2020
Page 6 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Outbound Peak.syn
Splits and Phases: 4: Carroll Avenue & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 2.0 2.0
Minimum Split (s)12.0 29.0 32.0 37.0 9.0 9.0
Total Split (s)84.0 42.0 37.0 37.0 10.0 10.0
Total Split (%)49%24%21%21%6%6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode Max Max None None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
8: SH 114 WBFR & Blessed Way 06/12/2020
Page 7 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Outbound Peak.syn
Intersection
Int Delay, s/veh 0
Movement SEL SET NWT NWR SWL SWR
Lane Configurations
Traffic Vol, veh/h 0 0 80 204 0 1340
Future Vol, veh/h 0 0 80 204 0 1340
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -Free
Storage Length ---0 -0
Veh in Median Storage, #-0 0 -0 -
Grade, %-0 0 -0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 0 80 204 0 1340
Major/Minor Major2 Minor2
Conflicting Flow All -0 --
Stage 1 ----
Stage 2 ----
Critical Hdwy ----
Critical Hdwy Stg 1 ----
Critical Hdwy Stg 2 ----
Follow-up Hdwy ----
Pot Cap-1 Maneuver --0 0
Stage 1 --0 0
Stage 2 --0 0
Platoon blocked, %--
Mov Cap-1 Maneuver ----
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach NW SW
HCM Control Delay, s 0 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRSWLn1SWLn2
Capacity (veh/h)----
HCM Lane V/C Ratio ----
HCM Control Delay (s)--0 0
HCM Lane LOS --A A
HCM 95th %tile Q(veh)----
HCM 6th TWSC
10: Kimball Avenue & Highland Street 06/12/2020
Page 8 Synchro 10 Report
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Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 24 16 28 516 408 8
Future Vol, veh/h 24 16 28 516 408 8
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -None
Storage Length 0 -65 ---
Veh in Median Storage, #0 --0 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 24 16 28 516 408 8
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 726 208 416 0 -0
Stage 1 412 -----
Stage 2 314 -----
Critical Hdwy 6.84 6.94 4.14 ---
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 ---
Pot Cap-1 Maneuver 360 798 1139 ---
Stage 1 637 -----
Stage 2 714 -----
Platoon blocked, %---
Mov Cap-1 Maneuver 351 798 1139 ---
Mov Cap-2 Maneuver 351 -----
Stage 1 621 -----
Stage 2 714 -----
Approach EB NB SB
HCM Control Delay, s 13.7 0.4 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h)1139 -452 --
HCM Lane V/C Ratio 0.025 -0.088 --
HCM Control Delay (s)8.2 -13.7 --
HCM Lane LOS A -B --
HCM 95th %tile Q(veh)0.1 -0.3 --
Timings
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/12/2020
Page 9 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Outbound Peak.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)120 0 744 0 0 0 44 448 4 0 428 20
Future Volume (vph)120 0 744 0 0 0 44 448 4 0 428 20
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 4 8 2 6
Detector Phase 4 4 4 8 8 2 2 6 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5
Total Split (s)56.4 56.4 56.4 56.4 56.4 23.6 23.6 23.6 23.6
Total Split (%)70.5%70.5%70.5%70.5%70.5%29.5%29.5%29.5%29.5%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None None Min Min Min Min
Act Effct Green (s)30.1 30.1 12.8 12.8 12.8
Actuated g/C Ratio 0.57 0.57 0.24 0.24 0.24
v/c Ratio 0.15 0.79 0.22 0.53 0.52
Control Delay 5.7 14.4 23.9 22.1 21.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 5.7 14.4 23.9 22.1 21.9
LOS A B C C C
Approach Delay 13.2 22.3 21.9
Approach LOS B C C
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 52.9
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 17.8 Intersection LOS: B
Intersection Capacity Utilization 66.0%ICU Level of Service C
Analysis Period (min) 15
Timings
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/12/2020
Page 10 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Outbound Peak.syn
Splits and Phases: 11: Kimball Avenue & Kirkwood Boulevard/Still Water Court
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/12/2020
Page 11 Synchro 10 Report
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 452 216 172 296 288 0 0 1152 132
Future Volume (vph)0 0 0 452 216 172 296 288 0 0 1152 132
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type Perm NA Perm D.P+P NA NA
Protected Phases 4 12 1 1 2 2
Permitted Phases 4 12 4 12 2
Detector Phase 4 12 4 12 4 12 1 1 2 2
Switch Phase
Minimum Initial (s)5.0 10.0
Minimum Split (s)12.0 29.0
Total Split (s)64.0 87.0
Total Split (%)33.2%45.1%
Yellow Time (s)4.5 4.5
All-Red Time (s)2.5 2.5
Lost Time Adjust (s)0.0 0.0
Total Lost Time (s)7.0 7.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None Max
Act Effct Green (s)34.3 34.3 34.3 137.0 144.0 80.0
Actuated g/C Ratio 0.18 0.18 0.18 0.71 0.75 0.42
v/c Ratio 0.79 0.75 0.42 0.48 0.11 0.61
Control Delay 95.1 83.7 16.1 7.7 0.7 45.2
Queue Delay 0.0 0.0 0.0 2.8 0.0 0.0
Total Delay 95.1 83.7 16.1 10.5 0.7 45.3
LOS F F B B A D
Approach Delay 73.0 5.7 45.3
Approach LOS E A D
Intersection Summary
Cycle Length: 193
Actuated Cycle Length: 192.3
Natural Cycle: 145
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.03
Intersection Signal Delay: 45.3 Intersection LOS: D
Intersection Capacity Utilization 82.9%ICU Level of Service E
Analysis Period (min) 15
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/12/2020
Page 12 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Outbound Peak.syn
Splits and Phases: 12: Kimball Ave/Kimball Avenue & SH 114 WBFR
Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 4 5 6 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 10.0 5.0 3.0 3.0
Minimum Split (s)37.0 12.0 29.0 37.0 10.0 10.0
Total Split (s)32.0 109.0 47.0 27.0 10.0 10.0
Total Split (%)17%56%24%14%5%5%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None Max None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
13: Kimball Ave & SH 114 EBFR 06/12/2020
Page 13 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Outbound Peak.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)112 532 324 0 0 0 0 484 268 664 944 0
Future Volume (vph)112 532 324 0 0 0 0 484 268 664 944 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 16 6 5 5 6
Permitted Phases 8 16 8 16 6 6
Detector Phase 8 16 8 16 8 16 6 6 5 5 6
Switch Phase
Minimum Initial (s)10.0 10.0 5.0
Minimum Split (s)29.0 29.0 12.0
Total Split (s)47.0 47.0 109.0
Total Split (%)24.4%24.4%56.5%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0
Lead/Lag Lead Lead Lag
Lead-Lag Optimize?Yes Yes Yes
Recall Mode Max Max None
Act Effct Green (s)30.0 30.0 30.0 40.0 40.0 141.3 148.3
Actuated g/C Ratio 0.16 0.16 0.16 0.21 0.21 0.73 0.77
v/c Ratio 0.40 1.03 0.75 0.46 0.54 0.62 0.35
Control Delay 78.8 123.2 35.8 68.4 19.4 5.7 0.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.4 0.5
Total Delay 78.8 123.2 35.8 68.5 19.4 6.1 1.1
LOS E F D E B A A
Approach Delay 89.3 51.0 3.1
Approach LOS F D A
Intersection Summary
Cycle Length: 193
Actuated Cycle Length: 192.3
Natural Cycle: 145
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.03
Intersection Signal Delay: 39.0 Intersection LOS: D
Intersection Capacity Utilization 82.9%ICU Level of Service E
Analysis Period (min) 15
Timings
13: Kimball Ave & SH 114 EBFR 06/12/2020
Page 14 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2020 Existing Outbound Peak.syn
Splits and Phases: 13: Kimball Ave & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0 5.0 3.0 3.0
Minimum Split (s)12.0 29.0 37.0 37.0 10.0 10.0
Total Split (s)64.0 87.0 32.0 27.0 10.0 10.0
Total Split (%)33%45%17%14%5%5%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
1: SH 114 WBFR & Highland Street 06/14/2020
Page 1 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Intersection
Int Delay, s/veh 2
Movement WBL WBR SEL SET NWT NWR
Lane Configurations
Traffic Vol, veh/h 0 16 0 0 49 8
Future Vol, veh/h 0 16 0 0 49 8
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -Yield
Storage Length -0 ----
Veh in Median Storage, #0 --17747 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 16 0 0 49 8
Major/Minor Minor2 Major2
Conflicting Flow All -29 -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 0 881 --
Stage 1 0 ---
Stage 2 0 ---
Platoon blocked, %--
Mov Cap-1 Maneuver -881 --
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach WB NW
HCM Control Delay, s 9.2 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRWBLn1
Capacity (veh/h)--881
HCM Lane V/C Ratio --0.018
HCM Control Delay (s)--9.2
HCM Lane LOS --A
HCM 95th %tile Q(veh)--0.1
HCM 6th TWSC
2: Carroll Avenue & Highland Street 06/14/2020
Page 2 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Intersection
Int Delay, s/veh 7.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 8 133 8 8 58 164 771 72 190 12
Future Vol, veh/h 0 0 8 133 8 8 58 164 771 72 190 12
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized --None --None --None --None
Storage Length ------100 --100 --
Veh in Median Storage, #-0 --0 --0 --0 -
Grade, %-0 --0 --0 --0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 8 133 8 8 58 164 771 72 190 12
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1014 1391 196 1010 1012 550 202 0 0 935 0 0
Stage 1 340 340 -666 666 -------
Stage 2 674 1051 -344 346 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 --4.12 --
Critical Hdwy Stg 1 6.12 5.52 -6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 -6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 --2.218 --
Pot Cap-1 Maneuver 217 142 845 218 239 535 1370 --732 --
Stage 1 675 639 -449 457 -------
Stage 2 444 304 -671 635 -------
Platoon blocked, %----
Mov Cap-1 Maneuver 186 123 845 193 206 535 1370 --732 --
Mov Cap-2 Maneuver 186 123 -193 206 -------
Stage 1 647 576 -430 438 -------
Stage 2 411 291 -599 573 -------
Approach EB WB NB SB
HCM Control Delay, s 9.3 61.5 0.5 2.7
HCM LOS A F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1370 --845 201 732 --
HCM Lane V/C Ratio 0.042 --0.009 0.741 0.098 --
HCM Control Delay (s)7.7 --9.3 61.5 10.5 --
HCM Lane LOS A --A F B --
HCM 95th %tile Q(veh)0.1 --0 4.9 0.3 --
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 3 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR
Lane Configurations
Traffic Volume (vph)177 878 0 0 282 69 0 0 0 295 111 123
Future Volume (vph)177 878 0 0 282 69 0 0 0 295 111 123
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type D.P+P NA NA Perm NA Perm
Protected Phases 1 1 2 2 4 12
Permitted Phases 2 4 12 4 12
Detector Phase 1 1 2 2 4 12 4 12 4 12
Switch Phase
Minimum Initial (s)5.0 5.0
Minimum Split (s)12.0 29.0
Total Split (s)84.0 42.0
Total Split (%)48.6%24.3%
Yellow Time (s)4.5 4.5
All-Red Time (s)2.5 2.5
Lost Time Adjust (s)0.0 0.0
Total Lost Time (s)7.0 7.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max
Act Effct Green (s)112.1 119.1 35.0 28.2 28.2 28.2
Actuated g/C Ratio 0.69 0.74 0.22 0.17 0.17 0.17
v/c Ratio 0.17 0.34 0.46 0.52 0.45 0.30
Control Delay 1.3 0.4 55.3 67.3 61.9 4.6
Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0
Total Delay 1.3 0.6 55.3 67.3 61.9 4.6
LOS A A E E E A
Approach Delay 0.7 55.3 50.1
Approach LOS A E D
Intersection Summary
Cycle Length: 173
Actuated Cycle Length: 161.3
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 24.1 Intersection LOS: C
Intersection Capacity Utilization 54.7%ICU Level of Service A
Analysis Period (min) 15
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 4 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Splits and Phases: 3: Carroll Avenue & SH 114 WBFR
Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 4 5 6 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 2.0 2.0
Minimum Split (s)32.0 12.0 29.0 37.0 9.0 9.0
Total Split (s)37.0 69.0 57.0 37.0 10.0 10.0
Total Split (%)21%40%33%21%6%6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None Max None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 5 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)554 157 222 0 0 0 0 481 157 185 403 0
Future Volume (vph)554 157 222 0 0 0 0 481 157 185 403 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 16 6 5 5 6
Permitted Phases 8 16 8 16 6 6
Detector Phase 8 16 8 16 8 16 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)29.0 29.0 12.0
Total Split (s)57.0 57.0 69.0
Total Split (%)32.9%32.9%39.9%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0
Lead/Lag Lead Lead Lag
Lead-Lag Optimize?Yes Yes Yes
Recall Mode Max Max None
Act Effct Green (s)40.0 40.0 40.0 50.1 50.1 100.2 107.2
Actuated g/C Ratio 0.25 0.25 0.25 0.31 0.31 0.62 0.66
v/c Ratio 0.69 0.53 0.40 0.44 0.26 0.24 0.17
Control Delay 66.3 56.0 7.9 46.5 6.8 4.0 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 66.3 56.0 7.9 46.5 6.8 4.0 0.5
LOS E E A D A A A
Approach Delay 47.6 36.7 1.6
Approach LOS D D A
Intersection Summary
Cycle Length: 173
Actuated Cycle Length: 161.3
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 31.9 Intersection LOS: C
Intersection Capacity Utilization 54.7%ICU Level of Service A
Analysis Period (min) 15
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 6 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Splits and Phases: 4: Carroll Avenue & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 2.0 2.0
Minimum Split (s)12.0 29.0 32.0 37.0 9.0 9.0
Total Split (s)84.0 42.0 37.0 37.0 10.0 10.0
Total Split (%)49%24%21%21%6%6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode Max Max None None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
8: SH 114 WBFR & Blessed Way 06/14/2020
Page 7 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Intersection
Int Delay, s/veh 0
Movement SEL SET NWT NWR SWL SWR
Lane Configurations
Traffic Vol, veh/h 0 0 118 884 0 132
Future Vol, veh/h 0 0 118 884 0 132
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -Free
Storage Length ---0 -0
Veh in Median Storage, #-0 0 -0 -
Grade, %-0 0 -0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 0 118 884 0 132
Major/Minor Major2 Minor2
Conflicting Flow All -0 --
Stage 1 ----
Stage 2 ----
Critical Hdwy ----
Critical Hdwy Stg 1 ----
Critical Hdwy Stg 2 ----
Follow-up Hdwy ----
Pot Cap-1 Maneuver --0 0
Stage 1 --0 0
Stage 2 --0 0
Platoon blocked, %--
Mov Cap-1 Maneuver ----
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach NW SW
HCM Control Delay, s 0 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRSWLn1SWLn2
Capacity (veh/h)----
HCM Lane V/C Ratio ----
HCM Control Delay (s)--0 0
HCM Lane LOS --A A
HCM 95th %tile Q(veh)----
HCM 6th TWSC
10: Kimball Avenue & Highland Street 06/14/2020
Page 8 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Intersection
Int Delay, s/veh 0.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 49 12 333 558 0
Future Vol, veh/h 4 49 12 333 558 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -None
Storage Length 0 -65 ---
Veh in Median Storage, #0 --0 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 4 49 12 333 558 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 749 279 558 0 -0
Stage 1 558 -----
Stage 2 191 -----
Critical Hdwy 6.84 6.94 4.14 ---
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 ---
Pot Cap-1 Maneuver 348 718 1009 ---
Stage 1 537 -----
Stage 2 822 -----
Platoon blocked, %---
Mov Cap-1 Maneuver 344 718 1009 ---
Mov Cap-2 Maneuver 344 -----
Stage 1 531 -----
Stage 2 822 -----
Approach EB NB SB
HCM Control Delay, s 10.9 0.3 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h)1009 -664 --
HCM Lane V/C Ratio 0.012 -0.08 --
HCM Control Delay (s)8.6 -10.9 --
HCM Lane LOS A -B --
HCM 95th %tile Q(veh)0 -0.3 --
HCM 6th TWSC
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
Page 9 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Intersection
Int Delay, s/veh 3.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 12 0 60 4 0 0 281 354 0 0 538 100
Future Vol, veh/h 12 0 60 4 0 0 281 354 0 0 538 100
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized --None --None --None --None
Storage Length 150 -0 ---165 --65 --
Veh in Median Storage, #-0 --0 --0 --0 -
Grade, %-0 --0 --0 --0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 12 0 60 4 0 0 281 354 0 0 538 100
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1327 1504 319 1185 1554 177 638 0 0 354 0 0
Stage 1 588 588 -916 916 -------
Stage 2 739 916 -269 638 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 --4.14 --
Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 -6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 --2.22 --
Pot Cap-1 Maneuver 113 120 677 144 112 835 942 --1201 --
Stage 1 462 494 -293 349 -------
Stage 2 375 349 -713 469 -------
Platoon blocked, %----
Mov Cap-1 Maneuver 87 84 677 101 79 835 942 --1201 --
Mov Cap-2 Maneuver 87 84 -101 79 -------
Stage 1 324 494 -206 245 -------
Stage 2 263 245 -650 469 -------
Approach EB WB NB SB
HCM Control Delay, s 17.8 42.1 4.6 0
HCM LOS C E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h)942 --87 677 101 1201 --
HCM Lane V/C Ratio 0.298 --0.138 0.089 0.04 ---
HCM Control Delay (s)10.4 --52.9 10.8 42.1 0 --
HCM Lane LOS B --F B E A --
HCM 95th %tile Q(veh)1.3 --0.5 0.3 0.1 0 --
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 10 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 280 604 412 225 314 0 0 538 74
Future Volume (vph)0 0 0 280 604 412 225 314 0 0 538 74
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm D.P+P NA NA
Protected Phases 4 12 1 1 2 2
Permitted Phases 4 12 4 12 2
Detector Phase 4 12 4 12 4 12 1 1 2 2
Switch Phase
Minimum Initial (s)5.0 10.0
Minimum Split (s)12.0 29.0
Total Split (s)64.0 87.0
Total Split (%)33.2%45.1%
Yellow Time (s)4.5 4.5
All-Red Time (s)2.5 2.5
Lost Time Adjust (s)0.0 0.0
Total Lost Time (s)7.0 7.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None Max
Act Effct Green (s)35.0 35.0 35.0 136.7 143.7 80.0
Actuated g/C Ratio 0.18 0.18 0.18 0.71 0.75 0.42
v/c Ratio 0.86 1.03 0.83 0.28 0.12 0.29
Control Delay 103.2 118.5 43.6 4.4 1.8 37.0
Queue Delay 0.0 0.0 0.0 0.2 0.0 0.0
Total Delay 103.2 118.5 43.6 4.7 1.8 37.0
LOS F F D A A D
Approach Delay 91.7 3.0 37.0
Approach LOS F A D
Intersection Summary
Cycle Length: 193
Actuated Cycle Length: 192.7
Natural Cycle: 135
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.03
Intersection Signal Delay: 58.5 Intersection LOS: E
Intersection Capacity Utilization 58.6%ICU Level of Service B
Analysis Period (min) 15
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 11 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Splits and Phases: 12: Kimball Ave/Kimball Avenue & SH 114 WBFR
Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 4 5 6 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 10.0 5.0 3.0 3.0
Minimum Split (s)37.0 12.0 29.0 37.0 10.0 10.0
Total Split (s)32.0 109.0 47.0 27.0 10.0 10.0
Total Split (%)17%56%24%14%5%5%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None Max None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 12 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)148 363 177 0 0 0 0 358 140 346 502 0
Future Volume (vph)148 363 177 0 0 0 0 358 140 346 502 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 16 6 5 5 6
Permitted Phases 8 16 8 16 6 6
Detector Phase 8 16 8 16 8 16 6 6 5 5 6
Switch Phase
Minimum Initial (s)10.0 10.0 5.0
Minimum Split (s)29.0 29.0 12.0
Total Split (s)47.0 47.0 109.0
Total Split (%)24.4%24.4%56.5%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0
Lead/Lag Lead Lead Lag
Lead-Lag Optimize?Yes Yes Yes
Recall Mode Max Max None
Act Effct Green (s)29.7 29.7 29.7 40.0 40.0 142.0 149.0
Actuated g/C Ratio 0.15 0.15 0.15 0.21 0.21 0.74 0.77
v/c Ratio 0.54 0.73 0.45 0.34 0.32 0.31 0.18
Control Delay 83.9 86.5 12.1 66.2 10.1 3.2 0.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.3 0.4
Total Delay 83.9 86.5 12.1 66.2 10.1 3.6 1.3
LOS F F B E B A A
Approach Delay 66.9 50.4 2.2
Approach LOS E D A
Intersection Summary
Cycle Length: 193
Actuated Cycle Length: 192.7
Natural Cycle: 135
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.03
Intersection Signal Delay: 35.9 Intersection LOS: D
Intersection Capacity Utilization 58.6%ICU Level of Service B
Analysis Period (min) 15
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 13 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Inbound Peak.syn
Splits and Phases: 13: Kimball Ave & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0 5.0 3.0 3.0
Minimum Split (s)12.0 29.0 37.0 37.0 10.0 10.0
Total Split (s)64.0 87.0 32.0 27.0 10.0 10.0
Total Split (%)33%45%17%14%5%5%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
1: SH 114 WBFR & Highland Street 06/14/2020
Page 1 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Intersection
Int Delay, s/veh 4.2
Movement WBL WBR SEL SET NWT NWR
Lane Configurations
Traffic Vol, veh/h 0 122 0 0 175 0
Future Vol, veh/h 0 122 0 0 175 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -Yield
Storage Length -0 ----
Veh in Median Storage, #0 --17747 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 122 0 0 175 0
Major/Minor Minor2 Major2
Conflicting Flow All -88 -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 0 809 --
Stage 1 0 ---
Stage 2 0 ---
Platoon blocked, %--
Mov Cap-1 Maneuver -809 --
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach WB NW
HCM Control Delay, s 10.2 0
HCM LOS B
Minor Lane/Major Mvmt NWT NWRWBLn1
Capacity (veh/h)--809
HCM Lane V/C Ratio --0.151
HCM Control Delay (s)--10.2
HCM Lane LOS --B
HCM 95th %tile Q(veh)--0.5
HCM 6th TWSC
2: Carroll Avenue & Highland Street 06/14/2020
Page 2 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Intersection
Int Delay, s/veh 39.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 16 78 349 60 52 8 244 145 12 124 8
Future Vol, veh/h 8 16 78 349 60 52 8 244 145 12 124 8
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized --None --None --None --None
Storage Length ------100 --100 --
Veh in Median Storage, #-0 --0 --0 --0 -
Grade, %-0 --0 --0 --0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 8 16 78 349 60 52 8 244 145 12 124 8
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 541 557 128 532 489 317 132 0 0 389 0 0
Stage 1 152 152 -333 333 -------
Stage 2 389 405 -199 156 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 --4.12 --
Critical Hdwy Stg 1 6.12 5.52 -6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 -6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 --2.218 --
Pot Cap-1 Maneuver 452 439 922 458 480 724 1453 --1170 --
Stage 1 850 772 -681 644 -------
Stage 2 635 598 -803 769 -------
Platoon blocked, %----
Mov Cap-1 Maneuver 374 432 922 403 472 724 1453 --1170 --
Mov Cap-2 Maneuver 374 432 -403 472 -------
Stage 1 845 764 -677 640 -------
Stage 2 531 594 -712 761 -------
Approach EB WB NB SB
HCM Control Delay, s 10.9 92.6 0.2 0.7
HCM LOS B F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1453 --713 433 1170 --
HCM Lane V/C Ratio 0.006 --0.143 1.065 0.01 --
HCM Control Delay (s)7.5 --10.9 92.6 8.1 --
HCM Lane LOS A --B F A --
HCM 95th %tile Q(veh)0 --0.5 15 0 --
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 3 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR
Lane Configurations
Traffic Volume (vph)276 206 0 0 570 146 0 0 0 817 578 170
Future Volume (vph)276 206 0 0 570 146 0 0 0 817 578 170
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)44%
Turn Type D.P+P NA NA Perm NA Perm
Protected Phases 1 1 2 2 4 12
Permitted Phases 2 4 12 4 12
Detector Phase 1 1 2 2 4 12 4 12 4 12
Switch Phase
Minimum Initial (s)5.0 5.0
Minimum Split (s)12.0 29.0
Total Split (s)84.0 42.0
Total Split (%)48.6%24.3%
Yellow Time (s)4.5 4.5
All-Red Time (s)2.5 2.5
Lost Time Adjust (s)0.0 0.0
Total Lost Time (s)7.0 7.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max
Act Effct Green (s)112.0 119.0 35.0 40.0 40.0 40.0
Actuated g/C Ratio 0.65 0.69 0.20 0.23 0.23 0.23
v/c Ratio 0.33 0.08 1.01 1.23 1.22 0.35
Control Delay 1.9 0.1 102.6 178.1 163.5 11.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 1.9 0.1 102.6 178.1 163.5 11.0
LOS A A F F F B
Approach Delay 1.1 102.6 151.2
Approach LOS A F F
Intersection Summary
Cycle Length: 173
Actuated Cycle Length: 173
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.23
Intersection Signal Delay: 112.4 Intersection LOS: F
Intersection Capacity Utilization 79.7%ICU Level of Service D
Analysis Period (min) 15
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 4 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Splits and Phases: 3: Carroll Avenue & SH 114 WBFR
Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 4 5 6 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 2.0 2.0
Minimum Split (s)32.0 12.0 29.0 37.0 9.0 9.0
Total Split (s)37.0 69.0 57.0 37.0 10.0 10.0
Total Split (%)21%40%33%21%6%6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None Max None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 5 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)102 375 379 0 0 0 0 380 297 445 888 0
Future Volume (vph)102 375 379 0 0 0 0 380 297 445 888 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 16 6 5 5 6
Permitted Phases 8 16 8 16 6 6
Detector Phase 8 16 8 16 8 16 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)29.0 29.0 12.0
Total Split (s)57.0 57.0 69.0
Total Split (%)32.9%32.9%39.9%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0
Lead/Lag Lead Lead Lag
Lead-Lag Optimize?Yes Yes Yes
Recall Mode Max Max None
Act Effct Green (s)40.0 40.0 40.0 50.0 50.0 112.0 119.0
Actuated g/C Ratio 0.23 0.23 0.23 0.29 0.29 0.65 0.69
v/c Ratio 0.25 0.49 0.73 0.37 0.46 0.51 0.36
Control Delay 56.4 60.2 37.1 50.3 10.6 4.9 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.3 0.7
Total Delay 56.4 60.2 37.1 50.3 10.6 5.2 0.8
LOS E E D D B A A
Approach Delay 49.6 32.9 2.2
Approach LOS D C A
Intersection Summary
Cycle Length: 173
Actuated Cycle Length: 173
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.23
Intersection Signal Delay: 23.6 Intersection LOS: C
Intersection Capacity Utilization 79.7%ICU Level of Service D
Analysis Period (min) 15
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 6 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Splits and Phases: 4: Carroll Avenue & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 2.0 2.0
Minimum Split (s)12.0 29.0 32.0 37.0 9.0 9.0
Total Split (s)84.0 42.0 37.0 37.0 10.0 10.0
Total Split (%)49%24%21%21%6%6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode Max Max None None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
8: SH 114 WBFR & Blessed Way 06/14/2020
Page 7 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Intersection
Int Delay, s/veh 0
Movement SEL SET NWT NWR SWL SWR
Lane Configurations
Traffic Vol, veh/h 0 0 82 204 0 1340
Future Vol, veh/h 0 0 82 204 0 1340
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -Free
Storage Length ---0 -0
Veh in Median Storage, #-0 0 -0 -
Grade, %-0 0 -0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 0 82 204 0 1340
Major/Minor Major2 Minor2
Conflicting Flow All -0 --
Stage 1 ----
Stage 2 ----
Critical Hdwy ----
Critical Hdwy Stg 1 ----
Critical Hdwy Stg 2 ----
Follow-up Hdwy ----
Pot Cap-1 Maneuver --0 0
Stage 1 --0 0
Stage 2 --0 0
Platoon blocked, %--
Mov Cap-1 Maneuver ----
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach NW SW
HCM Control Delay, s 0 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRSWLn1SWLn2
Capacity (veh/h)----
HCM Lane V/C Ratio ----
HCM Control Delay (s)--0 0
HCM Lane LOS --A A
HCM 95th %tile Q(veh)----
HCM 6th TWSC
10: Kimball Avenue & Highland Street 06/14/2020
Page 8 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 25 16 29 528 420 8
Future Vol, veh/h 25 16 29 528 420 8
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -None
Storage Length 0 -65 ---
Veh in Median Storage, #0 --0 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 25 16 29 528 420 8
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 746 214 428 0 -0
Stage 1 424 -----
Stage 2 322 -----
Critical Hdwy 6.84 6.94 4.14 ---
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 ---
Pot Cap-1 Maneuver 349 791 1128 ---
Stage 1 628 -----
Stage 2 707 -----
Platoon blocked, %---
Mov Cap-1 Maneuver 340 791 1128 ---
Mov Cap-2 Maneuver 340 -----
Stage 1 612 -----
Stage 2 707 -----
Approach EB NB SB
HCM Control Delay, s 14.1 0.4 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h)1128 -437 --
HCM Lane V/C Ratio 0.026 -0.094 --
HCM Control Delay (s)8.3 -14.1 --
HCM Lane LOS A -B --
HCM 95th %tile Q(veh)0.1 -0.3 --
Timings
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
Page 9 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)120 0 747 0 0 0 44 461 4 0 441 20
Future Volume (vph)120 0 747 0 0 0 44 461 4 0 441 20
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 4 8 2 6
Detector Phase 4 4 4 8 8 2 2 6 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5
Total Split (s)56.4 56.4 56.4 56.4 56.4 23.6 23.6 23.6 23.6
Total Split (%)70.5%70.5%70.5%70.5%70.5%29.5%29.5%29.5%29.5%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None None Min Min Min Min
Act Effct Green (s)30.5 30.5 13.0 13.0 13.0
Actuated g/C Ratio 0.57 0.57 0.24 0.24 0.24
v/c Ratio 0.15 0.79 0.23 0.54 0.54
Control Delay 5.7 14.8 24.3 22.4 22.2
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 5.7 14.8 24.3 22.4 22.2
LOS A B C C C
Approach Delay 13.5 22.6 22.2
Approach LOS B C C
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 53.5
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 18.2 Intersection LOS: B
Intersection Capacity Utilization 66.6%ICU Level of Service C
Analysis Period (min) 15
Timings
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
Page 10 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Splits and Phases: 11: Kimball Avenue & Kirkwood Boulevard/Still Water Court
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 11 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 466 221 177 302 296 0 0 1169 134
Future Volume (vph)0 0 0 466 221 177 302 296 0 0 1169 134
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type Perm NA Perm D.P+P NA NA
Protected Phases 4 12 1 1 2 2
Permitted Phases 4 12 4 12 2
Detector Phase 4 12 4 12 4 12 1 1 2 2
Switch Phase
Minimum Initial (s)5.0 10.0
Minimum Split (s)12.0 29.0
Total Split (s)64.0 87.0
Total Split (%)33.2%45.1%
Yellow Time (s)4.5 4.5
All-Red Time (s)2.5 2.5
Lost Time Adjust (s)0.0 0.0
Total Lost Time (s)7.0 7.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None Max
Act Effct Green (s)34.5 34.5 34.5 137.0 144.0 80.0
Actuated g/C Ratio 0.18 0.18 0.18 0.71 0.75 0.42
v/c Ratio 0.81 0.77 0.43 0.49 0.11 0.62
Control Delay 97.2 84.8 17.2 7.9 0.7 45.6
Queue Delay 0.0 0.0 0.0 2.6 0.0 0.0
Total Delay 97.2 84.8 17.2 10.5 0.7 45.6
LOS F F B B A D
Approach Delay 74.3 5.7 45.6
Approach LOS E A D
Intersection Summary
Cycle Length: 193
Actuated Cycle Length: 192.5
Natural Cycle: 145
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.06
Intersection Signal Delay: 45.9 Intersection LOS: D
Intersection Capacity Utilization 84.4%ICU Level of Service E
Analysis Period (min) 15
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 12 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Splits and Phases: 12: Kimball Ave/Kimball Avenue & SH 114 WBFR
Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 4 5 6 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 10.0 5.0 3.0 3.0
Minimum Split (s)37.0 12.0 29.0 37.0 10.0 10.0
Total Split (s)32.0 109.0 47.0 27.0 10.0 10.0
Total Split (%)17%56%24%14%5%5%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None Max None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 13 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)115 548 334 0 0 0 0 495 276 677 962 0
Future Volume (vph)115 548 334 0 0 0 0 495 276 677 962 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 16 6 5 5 6
Permitted Phases 8 16 8 16 6 6
Detector Phase 8 16 8 16 8 16 6 6 5 5 6
Switch Phase
Minimum Initial (s)10.0 10.0 5.0
Minimum Split (s)29.0 29.0 12.0
Total Split (s)47.0 47.0 109.0
Total Split (%)24.4%24.4%56.5%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0
Lead/Lag Lead Lead Lag
Lead-Lag Optimize?Yes Yes Yes
Recall Mode Max Max None
Act Effct Green (s)30.0 30.0 30.0 40.0 40.0 141.5 148.5
Actuated g/C Ratio 0.16 0.16 0.16 0.21 0.21 0.74 0.77
v/c Ratio 0.41 1.06 0.78 0.47 0.56 0.64 0.35
Control Delay 79.1 130.6 41.2 68.7 22.7 5.9 0.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.4 0.5
Total Delay 79.1 130.6 41.2 68.7 22.7 6.3 1.1
LOS E F D E C A A
Approach Delay 95.3 52.3 3.2
Approach LOS F D A
Intersection Summary
Cycle Length: 193
Actuated Cycle Length: 192.5
Natural Cycle: 145
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.06
Intersection Signal Delay: 41.3 Intersection LOS: D
Intersection Capacity Utilization 84.4%ICU Level of Service E
Analysis Period (min) 15
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 14 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Build-out Year Background Outbound Peak.syn
Splits and Phases: 13: Kimball Ave & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0 5.0 3.0 3.0
Minimum Split (s)12.0 29.0 37.0 37.0 10.0 10.0
Total Split (s)64.0 87.0 32.0 27.0 10.0 10.0
Total Split (%)33%45%17%14%5%5%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
1: SH 114 WBFR & Highland Street 06/14/2020
Page 1 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Intersection
Int Delay, s/veh 2.4
Movement WBL WBR SEL SET NWT NWR
Lane Configurations
Traffic Vol, veh/h 0 21 0 0 50 8
Future Vol, veh/h 0 21 0 0 50 8
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -Yield
Storage Length -0 ----
Veh in Median Storage, #0 --17747 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 21 0 0 50 8
Major/Minor Minor2 Major2
Conflicting Flow All -29 -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 0 881 --
Stage 1 0 ---
Stage 2 0 ---
Platoon blocked, %--
Mov Cap-1 Maneuver -881 --
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach WB NW
HCM Control Delay, s 9.2 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRWBLn1
Capacity (veh/h)--881
HCM Lane V/C Ratio --0.024
HCM Control Delay (s)--9.2
HCM Lane LOS --A
HCM 95th %tile Q(veh)--0.1
HCM 6th TWSC
2: Carroll Avenue & Highland Street 06/14/2020
Page 2 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Intersection
Int Delay, s/veh 23.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 8 160 13 13 58 169 945 101 190 12
Future Vol, veh/h 0 0 8 160 13 13 58 169 945 101 190 12
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized --None --None --None --None
Storage Length ------100 --100 --
Veh in Median Storage, #-0 --0 --0 --0 -
Grade, %-0 --0 --0 --0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 8 160 13 13 58 169 945 101 190 12
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1169 1628 196 1160 1162 642 202 0 0 1114 0 0
Stage 1 398 398 -758 758 -------
Stage 2 771 1230 -402 404 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 --4.12 --
Critical Hdwy Stg 1 6.12 5.52 -6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 -6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 --2.218 --
Pot Cap-1 Maneuver 170 102 845 172 195 474 1370 --627 --
Stage 1 628 603 -399 415 -------
Stage 2 393 250 -625 599 -------
Platoon blocked, %----
Mov Cap-1 Maneuver 132 82 845 ~ 145 157 474 1370 --627 --
Mov Cap-2 Maneuver 132 82 -~ 145 157 -------
Stage 1 602 506 -382 398 -------
Stage 2 354 240 -519 503 -------
Approach EB WB NB SB
HCM Control Delay, s 9.3 200.5 0.4 3.9
HCM LOS A F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1370 --845 153 627 --
HCM Lane V/C Ratio 0.042 --0.009 1.216 0.161 --
HCM Control Delay (s)7.7 --9.3 200.5 11.8 --
HCM Lane LOS A --A F B --
HCM 95th %tile Q(veh)0.1 --0 10.7 0.6 --
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 3 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR
Lane Configurations
Traffic Volume (vph)177 1052 0 0 305 74 0 0 0 313 115 127
Future Volume (vph)177 1052 0 0 305 74 0 0 0 313 115 127
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type D.P+P NA NA Perm NA Perm
Protected Phases 1 1 2 2 4 12
Permitted Phases 2 4 12 4 12
Detector Phase 1 1 2 2 4 12 4 12 4 12
Switch Phase
Minimum Initial (s)5.0 5.0
Minimum Split (s)12.0 29.0
Total Split (s)84.0 42.0
Total Split (%)48.6%24.3%
Yellow Time (s)4.5 4.5
All-Red Time (s)2.5 2.5
Lost Time Adjust (s)0.0 0.0
Total Lost Time (s)7.0 7.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max
Act Effct Green (s)112.1 119.1 35.0 29.0 29.0 29.0
Actuated g/C Ratio 0.69 0.73 0.22 0.18 0.18 0.18
v/c Ratio 0.18 0.40 0.50 0.54 0.46 0.31
Control Delay 1.4 0.5 56.9 67.7 61.9 4.9
Queue Delay 0.0 0.2 0.0 0.0 0.0 0.0
Total Delay 1.4 0.7 56.9 67.7 61.9 4.9
LOS A A E E E A
Approach Delay 0.8 56.9 50.5
Approach LOS A E D
Intersection Summary
Cycle Length: 173
Actuated Cycle Length: 162.1
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 23.4 Intersection LOS: C
Intersection Capacity Utilization 58.8%ICU Level of Service B
Analysis Period (min) 15
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 4 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Splits and Phases: 3: Carroll Avenue & SH 114 WBFR
Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 4 5 6 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 2.0 2.0
Minimum Split (s)32.0 12.0 29.0 37.0 9.0 9.0
Total Split (s)37.0 69.0 57.0 37.0 10.0 10.0
Total Split (%)21%40%33%21%6%6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None Max None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 5 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)640 157 222 0 0 0 0 568 157 185 445 0
Future Volume (vph)640 157 222 0 0 0 0 568 157 185 445 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 16 6 5 5 6
Permitted Phases 8 16 8 16 6 6
Detector Phase 8 16 8 16 8 16 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)29.0 29.0 12.0
Total Split (s)57.0 57.0 69.0
Total Split (%)32.9%32.9%39.9%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0
Lead/Lag Lead Lead Lag
Lead-Lag Optimize?Yes Yes Yes
Recall Mode Max Max None
Act Effct Green (s)40.0 40.0 40.0 50.0 50.0 101.1 108.1
Actuated g/C Ratio 0.25 0.25 0.25 0.31 0.31 0.62 0.67
v/c Ratio 0.81 0.59 0.40 0.52 0.26 0.25 0.19
Control Delay 74.3 57.9 8.0 48.8 6.8 4.2 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 74.3 57.9 8.0 48.8 6.8 4.2 0.5
LOS E E A D A A A
Approach Delay 52.2 39.7 1.6
Approach LOS D D A
Intersection Summary
Cycle Length: 173
Actuated Cycle Length: 162.1
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 35.0 Intersection LOS: C
Intersection Capacity Utilization 58.8%ICU Level of Service B
Analysis Period (min) 15
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 6 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Splits and Phases: 4: Carroll Avenue & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 2.0 2.0
Minimum Split (s)12.0 29.0 32.0 37.0 9.0 9.0
Total Split (s)84.0 42.0 37.0 37.0 10.0 10.0
Total Split (%)49%24%21%21%6%6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode Max Max None None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
8: SH 114 WBFR & Blessed Way 06/14/2020
Page 7 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Intersection
Int Delay, s/veh 0
Movement SEL SET NWT NWR SWL SWR
Lane Configurations
Traffic Vol, veh/h 0 0 147 1029 0 165
Future Vol, veh/h 0 0 147 1029 0 165
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -Free
Storage Length ---0 -0
Veh in Median Storage, #-0 0 -0 -
Grade, %-0 0 -0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 0 147 1029 0 165
Major/Minor Major2 Minor2
Conflicting Flow All -0 --
Stage 1 ----
Stage 2 ----
Critical Hdwy ----
Critical Hdwy Stg 1 ----
Critical Hdwy Stg 2 ----
Follow-up Hdwy ----
Pot Cap-1 Maneuver --0 0
Stage 1 --0 0
Stage 2 --0 0
Platoon blocked, %--
Mov Cap-1 Maneuver ----
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach NW SW
HCM Control Delay, s 0 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRSWLn1SWLn2
Capacity (veh/h)----
HCM Lane V/C Ratio ----
HCM Control Delay (s)--0 0
HCM Lane LOS --A A
HCM 95th %tile Q(veh)----
HCM 6th TWSC
10: Kimball Avenue & Highland Street 06/14/2020
Page 8 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Intersection
Int Delay, s/veh 0.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 49 12 338 587 0
Future Vol, veh/h 4 49 12 338 587 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -None
Storage Length 0 -65 ---
Veh in Median Storage, #0 --0 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 4 49 12 338 587 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 780 294 587 0 -0
Stage 1 587 -----
Stage 2 193 -----
Critical Hdwy 6.84 6.94 4.14 ---
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 ---
Pot Cap-1 Maneuver 332 702 984 ---
Stage 1 519 -----
Stage 2 821 -----
Platoon blocked, %---
Mov Cap-1 Maneuver 328 702 984 ---
Mov Cap-2 Maneuver 328 -----
Stage 1 513 -----
Stage 2 821 -----
Approach EB NB SB
HCM Control Delay, s 11.1 0.3 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h)984 -646 --
HCM Lane V/C Ratio 0.012 -0.082 --
HCM Control Delay (s)8.7 -11.1 --
HCM Lane LOS A -B --
HCM 95th %tile Q(veh)0 -0.3 --
HCM 6th TWSC
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
Page 9 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Intersection
Int Delay, s/veh 4.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 17 0 70 4 0 0 339 354 0 0 536 129
Future Vol, veh/h 17 0 70 4 0 0 339 354 0 0 536 129
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized --None --None --None --None
Storage Length 150 -0 ---165 --65 --
Veh in Median Storage, #-0 --0 --0 --0 -
Grade, %-0 --0 --0 --0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 17 0 70 4 0 0 339 354 0 0 536 129
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1456 1633 333 1300 1697 177 665 0 0 354 0 0
Stage 1 601 601 -1032 1032 -------
Stage 2 855 1032 -268 665 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 --4.14 --
Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 -6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 --2.22 --
Pot Cap-1 Maneuver 91 100 663 119 92 835 920 --1201 --
Stage 1 454 488 -249 308 -------
Stage 2 319 308 -714 456 -------
Platoon blocked, %----
Mov Cap-1 Maneuver 65 63 663 76 58 835 920 --1201 --
Mov Cap-2 Maneuver 65 63 -76 58 -------
Stage 1 287 488 -157 195 -------
Stage 2 201 195 -639 456 -------
Approach EB WB NB SB
HCM Control Delay, s 24.4 55 5.5 0
HCM LOS C F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h)920 --65 663 76 1201 --
HCM Lane V/C Ratio 0.368 --0.262 0.106 0.053 ---
HCM Control Delay (s)11.2 --79 11.1 55 0 --
HCM Lane LOS B --F B F A --
HCM 95th %tile Q(veh)1.7 --0.9 0.4 0.2 0 --
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 10 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 280 691 441 254 343 0 0 548 74
Future Volume (vph)0 0 0 280 691 441 254 343 0 0 548 74
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm D.P+P NA NA
Protected Phases 4 12 1 1 2 2
Permitted Phases 4 12 4 12 2
Detector Phase 4 12 4 12 4 12 1 1 2 2
Switch Phase
Minimum Initial (s)5.0 10.0
Minimum Split (s)12.0 29.0
Total Split (s)64.0 87.0
Total Split (%)33.2%45.1%
Yellow Time (s)4.5 4.5
All-Red Time (s)2.5 2.5
Lost Time Adjust (s)0.0 0.0
Total Lost Time (s)7.0 7.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None Max
Act Effct Green (s)35.0 35.0 35.0 136.7 143.7 80.0
Actuated g/C Ratio 0.18 0.18 0.18 0.71 0.75 0.42
v/c Ratio 0.86 1.17 0.91 0.32 0.13 0.30
Control Delay 103.2 158.2 58.7 4.9 1.7 37.2
Queue Delay 0.0 0.0 0.0 0.3 0.0 0.0
Total Delay 103.2 158.2 58.7 5.2 1.7 37.2
LOS F F E A A D
Approach Delay 117.3 3.2 37.2
Approach LOS F A D
Intersection Summary
Cycle Length: 193
Actuated Cycle Length: 192.7
Natural Cycle: 135
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.17
Intersection Signal Delay: 72.5 Intersection LOS: E
Intersection Capacity Utilization 62.0%ICU Level of Service B
Analysis Period (min) 15
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 11 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Splits and Phases: 12: Kimball Ave/Kimball Avenue & SH 114 WBFR
Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 4 5 6 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 10.0 5.0 3.0 3.0
Minimum Split (s)37.0 12.0 29.0 37.0 10.0 10.0
Total Split (s)32.0 109.0 47.0 27.0 10.0 10.0
Total Split (%)17%56%24%14%5%5%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None Max None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 12 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)148 363 177 0 0 0 0 416 140 350 506 0
Future Volume (vph)148 363 177 0 0 0 0 416 140 350 506 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 16 6 5 5 6
Permitted Phases 8 16 8 16 6 6
Detector Phase 8 16 8 16 8 16 6 6 5 5 6
Switch Phase
Minimum Initial (s)10.0 10.0 5.0
Minimum Split (s)29.0 29.0 12.0
Total Split (s)47.0 47.0 109.0
Total Split (%)24.4%24.4%56.5%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0
Lead/Lag Lead Lead Lag
Lead-Lag Optimize?Yes Yes Yes
Recall Mode Max Max None
Act Effct Green (s)29.7 29.7 29.7 40.0 40.0 142.0 149.0
Actuated g/C Ratio 0.15 0.15 0.15 0.21 0.21 0.74 0.77
v/c Ratio 0.54 0.73 0.45 0.39 0.32 0.32 0.18
Control Delay 83.9 86.5 12.1 67.3 10.1 3.4 0.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.4 0.4
Total Delay 83.9 86.5 12.1 67.3 10.1 3.7 1.3
LOS F F B E B A A
Approach Delay 66.9 52.9 2.3
Approach LOS E D A
Intersection Summary
Cycle Length: 193
Actuated Cycle Length: 192.7
Natural Cycle: 135
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.17
Intersection Signal Delay: 36.8 Intersection LOS: D
Intersection Capacity Utilization 62.0%ICU Level of Service B
Analysis Period (min) 15
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 13 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total.syn
Splits and Phases: 13: Kimball Ave & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0 5.0 3.0 3.0
Minimum Split (s)12.0 29.0 37.0 37.0 10.0 10.0
Total Split (s)64.0 87.0 32.0 27.0 10.0 10.0
Total Split (%)33%45%17%14%5%5%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
1: SH 114 WBFR & Highland Street 06/13/2020
Page 1 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Intersection
Int Delay, s/veh 4.8
Movement WBL WBR SEL SET NWT NWR
Lane Configurations
Traffic Vol, veh/h 0 160 0 0 190 0
Future Vol, veh/h 0 160 0 0 190 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -Yield
Storage Length -0 ----
Veh in Median Storage, #0 --17747 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 160 0 0 190 0
Major/Minor Minor2 Major2
Conflicting Flow All -95 -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 0 801 --
Stage 1 0 ---
Stage 2 0 ---
Platoon blocked, %--
Mov Cap-1 Maneuver -801 --
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach WB NW
HCM Control Delay, s 10.6 0
HCM LOS B
Minor Lane/Major Mvmt NWT NWRWBLn1
Capacity (veh/h)--801
HCM Lane V/C Ratio --0.2
HCM Control Delay (s)--10.6
HCM Lane LOS --B
HCM 95th %tile Q(veh)--0.7
HCM 6th TWSC
2: Carroll Avenue & Highland Street 06/13/2020
Page 2 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Intersection
Int Delay, s/veh 115.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 16 78 426 99 52 8 282 174 18 124 8
Future Vol, veh/h 8 16 78 426 99 52 8 282 174 18 124 8
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized --None --None --None --None
Storage Length ------100 --100 --
Veh in Median Storage, #-0 --0 --0 --0 -
Grade, %-0 --0 --0 --0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 8 16 78 426 99 52 8 282 174 18 124 8
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 625 636 128 596 553 369 132 0 0 456 0 0
Stage 1 164 164 -385 385 -------
Stage 2 461 472 -211 168 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 --4.12 --
Critical Hdwy Stg 1 6.12 5.52 -6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 -6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 --2.218 --
Pot Cap-1 Maneuver 397 395 922 ~ 415 441 677 1453 --1105 --
Stage 1 838 762 -638 611 -------
Stage 2 581 559 -791 759 -------
Platoon blocked, %----
Mov Cap-1 Maneuver 297 386 922 ~ 362 431 677 1453 --1105 --
Mov Cap-2 Maneuver 297 386 -~ 362 431 -------
Stage 1 833 750 -634 607 -------
Stage 2 446 556 -697 747 -------
Approach EB WB NB SB
HCM Control Delay, s 11.4 257.2 0.1 1
HCM LOS B F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1453 --667 389 1105 --
HCM Lane V/C Ratio 0.006 --0.153 1.483 0.016 --
HCM Control Delay (s)7.5 --11.4 257.2 8.3 --
HCM Lane LOS A --B F A --
HCM 95th %tile Q(veh)0 --0.5 30.6 0.1 --
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
Timings
3: Carroll Avenue & SH 114 WBFR 06/13/2020
Page 3 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR
Lane Configurations
Traffic Volume (vph)276 235 0 0 608 185 0 0 0 932 655 208
Future Volume (vph)276 235 0 0 608 185 0 0 0 932 655 208
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)44%
Turn Type D.P+P NA NA Perm NA Perm
Protected Phases 1 1 2 2 4 12
Permitted Phases 2 4 12 4 12
Detector Phase 1 1 2 2 4 12 4 12 4 12
Switch Phase
Minimum Initial (s)5.0 5.0
Minimum Split (s)12.0 29.0
Total Split (s)84.0 42.0
Total Split (%)48.6%24.3%
Yellow Time (s)4.5 4.5
All-Red Time (s)2.5 2.5
Lost Time Adjust (s)0.0 0.0
Total Lost Time (s)7.0 7.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max
Act Effct Green (s)112.0 119.0 35.0 40.0 40.0 40.0
Actuated g/C Ratio 0.65 0.69 0.20 0.23 0.23 0.23
v/c Ratio 0.33 0.10 1.12 1.40 1.38 0.43
Control Delay 1.6 0.1 131.0 243.0 228.0 17.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 1.6 0.1 131.0 243.0 228.0 17.7
LOS A A F F F B
Approach Delay 0.9 131.0 208.0
Approach LOS A F F
Intersection Summary
Cycle Length: 173
Actuated Cycle Length: 173
Natural Cycle: 150
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.40
Intersection Signal Delay: 154.1 Intersection LOS: F
Intersection Capacity Utilization 85.6%ICU Level of Service E
Analysis Period (min) 15
Timings
3: Carroll Avenue & SH 114 WBFR 06/13/2020
Page 4 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Splits and Phases: 3: Carroll Avenue & SH 114 WBFR
Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 4 5 6 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 2.0 2.0
Minimum Split (s)32.0 12.0 29.0 37.0 9.0 9.0
Total Split (s)37.0 69.0 57.0 37.0 10.0 10.0
Total Split (%)21%40%33%21%6%6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None Max None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
4: Carroll Avenue & SH 114 EBFR 06/13/2020
Page 5 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)108 375 379 0 0 0 0 403 297 445 1042 0
Future Volume (vph)108 375 379 0 0 0 0 403 297 445 1042 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 16 6 5 5 6
Permitted Phases 8 16 8 16 6 6
Detector Phase 8 16 8 16 8 16 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)29.0 29.0 12.0
Total Split (s)57.0 57.0 69.0
Total Split (%)32.9%32.9%39.9%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0
Lead/Lag Lead Lead Lag
Lead-Lag Optimize?Yes Yes Yes
Recall Mode Max Max None
Act Effct Green (s)40.0 40.0 40.0 50.0 50.0 112.0 119.0
Actuated g/C Ratio 0.23 0.23 0.23 0.29 0.29 0.65 0.69
v/c Ratio 0.26 0.49 0.78 0.39 0.46 0.52 0.43
Control Delay 56.7 60.2 47.8 50.8 10.9 5.5 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.3 1.1
Total Delay 56.7 60.2 47.8 50.8 10.9 5.9 1.2
LOS E E D D B A A
Approach Delay 54.4 33.9 2.6
Approach LOS D C A
Intersection Summary
Cycle Length: 173
Actuated Cycle Length: 173
Natural Cycle: 150
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.40
Intersection Signal Delay: 24.4 Intersection LOS: C
Intersection Capacity Utilization 85.6%ICU Level of Service E
Analysis Period (min) 15
Timings
4: Carroll Avenue & SH 114 EBFR 06/13/2020
Page 6 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Splits and Phases: 4: Carroll Avenue & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 2.0 2.0
Minimum Split (s)12.0 29.0 32.0 37.0 9.0 9.0
Total Split (s)84.0 42.0 37.0 37.0 10.0 10.0
Total Split (%)49%24%21%21%6%6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode Max Max None None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
8: SH 114 WBFR & Blessed Way 06/13/2020
Page 7 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Intersection
Int Delay, s/veh 0
Movement SEL SET NWT NWR SWL SWR
Lane Configurations
Traffic Vol, veh/h 0 0 82 250 0 1571
Future Vol, veh/h 0 0 82 250 0 1571
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -Free
Storage Length ---0 -0
Veh in Median Storage, #-0 0 -0 -
Grade, %-0 0 -0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 0 82 250 0 1571
Major/Minor Major2 Minor2
Conflicting Flow All -0 --
Stage 1 ----
Stage 2 ----
Critical Hdwy ----
Critical Hdwy Stg 1 ----
Critical Hdwy Stg 2 ----
Follow-up Hdwy ----
Pot Cap-1 Maneuver --0 0
Stage 1 --0 0
Stage 2 --0 0
Platoon blocked, %--
Mov Cap-1 Maneuver ----
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach NW SW
HCM Control Delay, s 0 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRSWLn1SWLn2
Capacity (veh/h)----
HCM Lane V/C Ratio ----
HCM Control Delay (s)--0 0
HCM Lane LOS --A A
HCM 95th %tile Q(veh)----
HCM 6th TWSC
10: Kimball Avenue & Highland Street 06/13/2020
Page 8 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 25 16 29 567 426 8
Future Vol, veh/h 25 16 29 567 426 8
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -None
Storage Length 0 -65 ---
Veh in Median Storage, #0 --0 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 25 16 29 567 426 8
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 772 217 434 0 -0
Stage 1 430 -----
Stage 2 342 -----
Critical Hdwy 6.84 6.94 4.14 ---
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 ---
Pot Cap-1 Maneuver 336 787 1122 ---
Stage 1 624 -----
Stage 2 691 -----
Platoon blocked, %---
Mov Cap-1 Maneuver 327 787 1122 ---
Mov Cap-2 Maneuver 327 -----
Stage 1 608 -----
Stage 2 691 -----
Approach EB NB SB
HCM Control Delay, s 14.4 0.4 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h)1122 -424 --
HCM Lane V/C Ratio 0.026 -0.097 --
HCM Control Delay (s)8.3 -14.4 --
HCM Lane LOS A -B --
HCM 95th %tile Q(veh)0.1 -0.3 --
Timings
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/13/2020
Page 9 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)159 0 901 0 0 0 56 461 4 0 441 26
Future Volume (vph)159 0 901 0 0 0 56 461 4 0 441 26
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 4 8 2 6
Detector Phase 4 4 4 8 8 2 2 6 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5
Total Split (s)56.4 56.4 56.4 56.4 56.4 23.6 23.6 23.6 23.6
Total Split (%)70.5%70.5%70.5%70.5%70.5%29.5%29.5%29.5%29.5%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None None Min Min Min Min
Act Effct Green (s)40.1 40.1 14.3 14.3 14.3
Actuated g/C Ratio 0.63 0.63 0.22 0.22 0.22
v/c Ratio 0.18 0.88 0.36 0.59 0.59
Control Delay 5.7 20.8 32.1 27.4 27.1
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 5.7 20.8 32.1 27.4 27.1
LOS A C C C C
Approach Delay 18.6 27.9 27.1
Approach LOS B C C
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 64
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 22.9 Intersection LOS: C
Intersection Capacity Utilization 76.3%ICU Level of Service D
Analysis Period (min) 15
Timings
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/13/2020
Page 10 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Splits and Phases: 11: Kimball Avenue & Kirkwood Boulevard/Still Water Court
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/13/2020
Page 11 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 466 232 183 320 302 0 0 1323 134
Future Volume (vph)0 0 0 466 232 183 320 302 0 0 1323 134
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type Perm NA Perm D.P+P NA NA
Protected Phases 4 12 1 1 2 2
Permitted Phases 4 12 4 12 2
Detector Phase 4 12 4 12 4 12 1 1 2 2
Switch Phase
Minimum Initial (s)5.0 10.0
Minimum Split (s)12.0 29.0
Total Split (s)64.0 87.0
Total Split (%)33.2%45.1%
Yellow Time (s)4.5 4.5
All-Red Time (s)2.5 2.5
Lost Time Adjust (s)0.0 0.0
Total Lost Time (s)7.0 7.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None Max
Act Effct Green (s)34.6 34.6 34.6 137.0 144.0 80.0
Actuated g/C Ratio 0.18 0.18 0.18 0.71 0.75 0.42
v/c Ratio 0.81 0.78 0.45 0.54 0.11 0.70
Control Delay 96.9 85.7 17.9 9.1 0.6 48.2
Queue Delay 0.0 0.0 0.0 1.8 0.0 0.1
Total Delay 96.9 85.7 17.9 10.9 0.6 48.2
LOS F F B B A D
Approach Delay 74.6 5.9 48.2
Approach LOS E A D
Intersection Summary
Cycle Length: 193
Actuated Cycle Length: 192.6
Natural Cycle: 145
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.06
Intersection Signal Delay: 47.2 Intersection LOS: D
Intersection Capacity Utilization 88.7%ICU Level of Service E
Analysis Period (min) 15
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/13/2020
Page 12 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Splits and Phases: 12: Kimball Ave/Kimball Avenue & SH 114 WBFR
Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 4 5 6 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 10.0 5.0 3.0 3.0
Minimum Split (s)37.0 12.0 29.0 37.0 10.0 10.0
Total Split (s)32.0 109.0 47.0 27.0 10.0 10.0
Total Split (%)17%56%24%14%5%5%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None Max None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
13: Kimball Ave & SH 114 EBFR 06/13/2020
Page 13 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)115 548 334 0 0 0 0 519 276 754 1039 0
Future Volume (vph)115 548 334 0 0 0 0 519 276 754 1039 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 16 6 5 5 6
Permitted Phases 8 16 8 16 6 6
Detector Phase 8 16 8 16 8 16 6 6 5 5 6
Switch Phase
Minimum Initial (s)10.0 10.0 5.0
Minimum Split (s)29.0 29.0 12.0
Total Split (s)47.0 47.0 109.0
Total Split (%)24.4%24.4%56.5%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0
Lead/Lag Lead Lead Lag
Lead-Lag Optimize?Yes Yes Yes
Recall Mode Max Max None
Act Effct Green (s)30.0 30.0 30.0 40.0 40.0 141.6 148.6
Actuated g/C Ratio 0.16 0.16 0.16 0.21 0.21 0.74 0.77
v/c Ratio 0.41 1.06 0.83 0.49 0.59 0.71 0.38
Control Delay 79.1 130.7 51.5 69.2 31.2 7.4 0.5
Queue Delay 0.0 0.0 0.0 0.1 0.0 0.8 0.7
Total Delay 79.1 130.7 51.5 69.3 31.2 8.2 1.2
LOS E F D E C A A
Approach Delay 98.8 56.1 4.2
Approach LOS F E A
Intersection Summary
Cycle Length: 193
Actuated Cycle Length: 192.6
Natural Cycle: 145
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.06
Intersection Signal Delay: 42.0 Intersection LOS: D
Intersection Capacity Utilization 88.7%ICU Level of Service E
Analysis Period (min) 15
Timings
13: Kimball Ave & SH 114 EBFR 06/13/2020
Page 14 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total.syn
Splits and Phases: 13: Kimball Ave & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4 8 12 16
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0 5.0 3.0 3.0
Minimum Split (s)12.0 29.0 37.0 37.0 10.0 10.0
Total Split (s)64.0 87.0 32.0 27.0 10.0 10.0
Total Split (%)33%45%17%14%5%5%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None Max None None None None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
2: Carroll Avenue & Highland Street 06/14/2020
Page 2 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 8 160 13 13 58 169 945 101 190 12
Future Volume (vph)0 0 8 160 13 13 58 169 945 101 190 12
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)
Turn Type NA Perm NA Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 8 2 6
Detector Phase 4 4 8 8 2 2 6 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5
Total Split (s)15.0 15.0 15.0 15.0 30.0 30.0 30.0 30.0
Total Split (%)33.3%33.3%33.3%33.3%66.7%66.7%66.7%66.7%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Act Effct Green (s)9.0 9.2 26.3 26.3 26.3 26.3
Actuated g/C Ratio 0.22 0.23 0.65 0.65 0.65 0.65
v/c Ratio 0.01 0.58 0.08 0.80 0.52 0.17
Control Delay 0.0 23.3 4.8 8.2 22.7 4.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 0.0 23.3 4.8 8.2 22.7 4.8
LOS A C A A C A
Approach Delay 23.3 8.0 10.8
Approach LOS C A B
Intersection Summary
Cycle Length: 45
Actuated Cycle Length: 40.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay: 10.2 Intersection LOS: B
Intersection Capacity Utilization 101.0%ICU Level of Service G
Analysis Period (min) 15
Timings
2: Carroll Avenue & Highland Street 06/14/2020
Page 3 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total with Improvements.syn
Splits and Phases: 2: Carroll Avenue & Highland Street
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 4 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total with Improvements.syn
Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR
Lane Configurations
Traffic Volume (vph)177 1052 0 0 305 74 0 0 0 313 115 127
Future Volume (vph)177 1052 0 0 305 74 0 0 0 313 115 127
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type D.P+P NA NA Perm NA Perm
Protected Phases 1 1 2 2 4
Permitted Phases 2 4 4
Detector Phase 1 1 2 2 4 4 4
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0
Minimum Split (s)12.0 29.0 32.0 32.0 32.0
Total Split (s)22.0 35.0 43.0 43.0 43.0
Total Split (%)22.0%35.0%43.0%43.0%43.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max None None None
Act Effct Green (s)43.3 50.4 28.2 22.9 22.9 22.9
Actuated g/C Ratio 0.50 0.58 0.32 0.26 0.26 0.26
v/c Ratio 0.29 0.52 0.34 0.37 0.32 0.25
Control Delay 13.1 15.1 22.9 28.1 26.1 6.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 13.1 15.1 22.9 28.1 26.1 6.4
LOS B B C C C A
Approach Delay 14.8 22.9 22.2
Approach LOS B C C
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 87.4
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 18.1 Intersection LOS: B
Intersection Capacity Utilization 58.8%ICU Level of Service B
Analysis Period (min) 15
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 5 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total with Improvements.syn
Splits and Phases: 3: Carroll Avenue & SH 114 WBFR
Lane Group Ø5 Ø6 Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 5 6 8
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)28.0 29.0 43.0
Total Split (%)28%29%43%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 6 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)640 157 222 0 0 0 0 568 157 185 445 0
Future Volume (vph)640 157 222 0 0 0 0 568 157 185 445 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 6 5 5 6
Permitted Phases 8 8 6 6
Detector Phase 8 8 8 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)37.0 37.0 37.0 29.0 29.0 12.0
Total Split (s)43.0 43.0 43.0 29.0 29.0 28.0
Total Split (%)43.0%43.0%43.0%29.0%29.0%28.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 7.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize?Yes Yes Yes
Recall Mode None None None Max Max None
Act Effct Green (s)22.9 22.9 22.9 32.5 32.5 43.3 50.4
Actuated g/C Ratio 0.26 0.26 0.26 0.37 0.37 0.50 0.58
v/c Ratio 0.76 0.55 0.38 0.43 0.23 0.38 0.22
Control Delay 41.3 29.8 5.3 24.2 5.5 14.7 11.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 41.3 29.8 5.3 24.2 5.5 14.7 11.0
LOS D C A C A B B
Approach Delay 28.1 20.2 12.1
Approach LOS C C B
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 87.4
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 21.4 Intersection LOS: C
Intersection Capacity Utilization 58.8%ICU Level of Service B
Analysis Period (min) 15
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 7 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total with Improvements.syn
Splits and Phases: 4: Carroll Avenue & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)12.0 29.0 32.0
Total Split (s)22.0 35.0 43.0
Total Split (%)22%35%43%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
10: Kimball Avenue & Highland Street 06/14/2020
Page 9 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total with Improvements.syn
Intersection
Int Delay, s/veh 0.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 49 12 338 587 0
Future Vol, veh/h 4 49 12 338 587 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -None
Storage Length 0 -65 ---
Veh in Median Storage, #0 --0 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 4 49 12 338 587 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 780 294 587 0 -0
Stage 1 587 -----
Stage 2 193 -----
Critical Hdwy 6.84 6.94 4.14 ---
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 ---
Pot Cap-1 Maneuver 332 702 984 ---
Stage 1 519 -----
Stage 2 821 -----
Platoon blocked, %---
Mov Cap-1 Maneuver 328 702 984 ---
Mov Cap-2 Maneuver 328 -----
Stage 1 513 -----
Stage 2 821 -----
Approach EB NB SB
HCM Control Delay, s 11.1 0.3 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h)984 -646 --
HCM Lane V/C Ratio 0.012 -0.082 --
HCM Control Delay (s)8.7 -11.1 --
HCM Lane LOS A -B --
HCM 95th %tile Q(veh)0 -0.3 --
HCM 6th TWSC
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
Page 10 Synchro 10 Report
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Intersection
Int Delay, s/veh 4.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 17 0 70 4 0 0 339 354 0 0 536 129
Future Vol, veh/h 17 0 70 4 0 0 339 354 0 0 536 129
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized --None --None --None --None
Storage Length 150 -0 ---165 --65 --
Veh in Median Storage, #-0 --0 --0 --0 -
Grade, %-0 --0 --0 --0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 17 0 70 4 0 0 339 354 0 0 536 129
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1456 1633 333 1300 1697 177 665 0 0 354 0 0
Stage 1 601 601 -1032 1032 -------
Stage 2 855 1032 -268 665 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 --4.14 --
Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 -6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 --2.22 --
Pot Cap-1 Maneuver 91 100 663 119 92 835 920 --1201 --
Stage 1 454 488 -249 308 -------
Stage 2 319 308 -714 456 -------
Platoon blocked, %----
Mov Cap-1 Maneuver 65 63 663 76 58 835 920 --1201 --
Mov Cap-2 Maneuver 65 63 -76 58 -------
Stage 1 287 488 -157 195 -------
Stage 2 201 195 -639 456 -------
Approach EB WB NB SB
HCM Control Delay, s 24.4 55 5.5 0
HCM LOS C F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h)920 --65 663 76 1201 --
HCM Lane V/C Ratio 0.368 --0.262 0.106 0.053 ---
HCM Control Delay (s)11.2 --79 11.1 55 0 --
HCM Lane LOS B --F B F A --
HCM 95th %tile Q(veh)1.7 --0.9 0.4 0.2 0 --
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 11 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 280 691 441 254 343 0 0 548 74
Future Volume (vph)0 0 0 280 691 441 254 343 0 0 548 74
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm D.P+P NA NA
Protected Phases 4 1 1 2 2
Permitted Phases 4 4 2
Detector Phase 4 4 4 1 1 2 2
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 10.0
Minimum Split (s)37.0 37.0 37.0 12.0 29.0
Total Split (s)31.0 31.0 31.0 34.0 49.0
Total Split (%)27.2%27.2%27.2%29.8%43.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None None None None Max
Act Effct Green (s)24.0 24.0 24.0 53.3 60.3 42.0
Actuated g/C Ratio 0.24 0.24 0.24 0.54 0.61 0.43
v/c Ratio 0.64 0.87 0.63 0.49 0.16 0.29
Control Delay 42.5 48.9 8.6 16.2 7.3 18.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 42.5 48.9 8.6 16.2 7.3 18.4
LOS D D A B A B
Approach Delay 35.2 11.1 18.4
Approach LOS D B B
Intersection Summary
Cycle Length: 114
Actuated Cycle Length: 98.3
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 25.7 Intersection LOS: C
Intersection Capacity Utilization 62.0%ICU Level of Service B
Analysis Period (min) 15
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 12 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total with Improvements.syn
Splits and Phases: 12: Kimball Ave/Kimball Avenue & SH 114 WBFR
Lane Group Ø5 Ø6 Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 5 6 8
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)52.0 31.0 31.0
Total Split (%)46%27%27%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 13 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)148 363 177 0 0 0 0 416 140 350 506 0
Future Volume (vph)148 363 177 0 0 0 0 416 140 350 506 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 6 5 5 6
Permitted Phases 8 8 6 6
Detector Phase 8 8 8 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 10.0 10.0 5.0
Minimum Split (s)37.0 37.0 37.0 29.0 29.0 12.0
Total Split (s)31.0 31.0 31.0 31.0 31.0 52.0
Total Split (%)27.2%27.2%27.2%27.2%27.2%45.6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 7.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize?Yes Yes Yes
Recall Mode None None None Max Max None
Act Effct Green (s)24.0 24.0 24.0 38.0 38.0 53.3 60.3
Actuated g/C Ratio 0.24 0.24 0.24 0.39 0.39 0.54 0.61
v/c Ratio 0.34 0.46 0.34 0.21 0.20 0.55 0.23
Control Delay 34.3 34.2 6.9 21.2 2.6 13.8 8.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 34.3 34.2 6.9 21.2 2.6 13.8 8.2
LOS C C A C A B A
Approach Delay 27.2 16.5 10.5
Approach LOS C B B
Intersection Summary
Cycle Length: 114
Actuated Cycle Length: 98.3
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 17.6 Intersection LOS: B
Intersection Capacity Utilization 62.0%ICU Level of Service B
Analysis Period (min) 15
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 14 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Inbound Peak Total with Improvements.syn
Splits and Phases: 13: Kimball Ave & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)34.0 49.0 31.0
Total Split (%)30%43%27%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
2: Carroll Avenue & Highland Street 06/14/2020
Page 2 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)8 16 78 426 99 52 8 282 174 18 124 8
Future Volume (vph)8 16 78 426 99 52 8 282 174 18 124 8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 8 2 6
Detector Phase 4 4 8 8 2 2 6 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5
Total Split (s)35.0 35.0 35.0 35.0 25.0 25.0 25.0 25.0
Total Split (%)58.3%58.3%58.3%58.3%41.7%41.7%41.7%41.7%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Act Effct Green (s)26.0 26.0 16.5 16.5 16.5 16.5
Actuated g/C Ratio 0.50 0.50 0.32 0.32 0.32 0.32
v/c Ratio 0.12 0.87 0.02 0.77 0.11 0.22
Control Delay 3.5 28.4 13.4 24.7 15.7 14.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 3.5 28.4 13.4 24.7 15.7 14.6
LOS A C B C B B
Approach Delay 3.5 28.4 24.5 14.7
Approach LOS A C C B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 51.9
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 23.4 Intersection LOS: C
Intersection Capacity Utilization 71.6%ICU Level of Service C
Analysis Period (min) 15
Timings
2: Carroll Avenue & Highland Street 06/14/2020
Page 3 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total with Improvements.syn
Splits and Phases: 2: Carroll Avenue & Highland Street
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 4 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total with Improvements.syn
Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR
Lane Configurations
Traffic Volume (vph)276 235 0 0 608 185 0 0 0 932 655 208
Future Volume (vph)276 235 0 0 608 185 0 0 0 932 655 208
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)44%
Turn Type D.P+P NA NA Perm NA Perm
Protected Phases 1 1 2 2 4
Permitted Phases 2 4 4
Detector Phase 1 1 2 2 4 4 4
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0
Minimum Split (s)12.0 29.0 32.0 32.0 32.0
Total Split (s)22.0 35.0 43.0 43.0 43.0
Total Split (%)22.0%35.0%43.0%43.0%43.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max None None None
Act Effct Green (s)43.0 50.0 28.0 34.8 34.8 34.8
Actuated g/C Ratio 0.44 0.51 0.28 0.35 0.35 0.35
v/c Ratio 0.77 0.13 0.80 0.92 0.91 0.30
Control Delay 61.0 19.5 38.3 54.6 43.0 4.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 61.0 19.5 38.3 54.6 43.0 4.4
LOS E B D D D A
Approach Delay 41.9 38.3 41.9
Approach LOS D D D
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 98.8
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 41.0 Intersection LOS: D
Intersection Capacity Utilization 85.6%ICU Level of Service E
Analysis Period (min) 15
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 5 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total with Improvements.syn
Splits and Phases: 3: Carroll Avenue & SH 114 WBFR
Lane Group Ø5 Ø6 Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 5 6 8
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)28.0 29.0 43.0
Total Split (%)28%29%43%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 6 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)108 375 379 0 0 0 0 403 297 445 1042 0
Future Volume (vph)108 375 379 0 0 0 0 403 297 445 1042 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 6 5 5 6
Permitted Phases 8 8 6 6
Detector Phase 8 8 8 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)37.0 37.0 37.0 29.0 29.0 12.0
Total Split (s)43.0 43.0 43.0 29.0 29.0 28.0
Total Split (%)43.0%43.0%43.0%29.0%29.0%28.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 7.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize?Yes Yes Yes
Recall Mode None None None Max Max None
Act Effct Green (s)34.8 34.8 34.8 22.2 22.2 43.0 50.0
Actuated g/C Ratio 0.35 0.35 0.35 0.22 0.22 0.44 0.51
v/c Ratio 0.17 0.32 0.60 0.51 0.54 0.80 0.58
Control Delay 22.9 24.2 21.9 36.5 11.5 29.0 23.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.9 24.2 21.9 36.5 11.5 29.0 23.4
LOS C C C D B C C
Approach Delay 23.0 25.9 25.1
Approach LOS C C C
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 98.8
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 24.7 Intersection LOS: C
Intersection Capacity Utilization 85.6%ICU Level of Service E
Analysis Period (min) 15
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 7 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total with Improvements.syn
Splits and Phases: 4: Carroll Avenue & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)12.0 29.0 32.0
Total Split (s)22.0 35.0 43.0
Total Split (%)22%35%43%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
Page 11 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total with Improvements.syn
Splits and Phases: 11: Kimball Avenue & Kirkwood Boulevard/Still Water Court
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 12 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 466 232 183 320 302 0 0 1323 134
Future Volume (vph)0 0 0 466 232 183 320 302 0 0 1323 134
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type Perm NA Perm D.P+P NA NA
Protected Phases 4 1 1 2 2
Permitted Phases 4 4 2
Detector Phase 4 4 4 1 1 2 2
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 10.0
Minimum Split (s)37.0 37.0 37.0 12.0 29.0
Total Split (s)31.0 31.0 31.0 34.0 49.0
Total Split (%)27.2%27.2%27.2%29.8%43.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None None None None Max
Act Effct Green (s)21.3 21.3 21.3 64.6 71.6 45.7
Actuated g/C Ratio 0.20 0.20 0.20 0.60 0.67 0.43
v/c Ratio 0.73 0.71 0.40 0.82 0.13 0.68
Control Delay 55.3 47.0 8.3 62.2 5.2 27.9
Queue Delay 3.2 1.4 0.0 0.1 0.0 0.0
Total Delay 58.5 48.4 8.3 62.3 5.2 27.9
LOS E D A E A C
Approach Delay 42.7 34.6 27.9
Approach LOS D C C
Intersection Summary
Cycle Length: 114
Actuated Cycle Length: 107.1
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 33.7 Intersection LOS: C
Intersection Capacity Utilization 88.7%ICU Level of Service E
Analysis Period (min) 15
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 13 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total with Improvements.syn
Splits and Phases: 12: Kimball Ave/Kimball Avenue & SH 114 WBFR
Lane Group Ø5 Ø6 Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 5 6 8
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)52.0 31.0 31.0
Total Split (%)46%27%27%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 14 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)115 548 334 0 0 0 0 519 276 754 1039 0
Future Volume (vph)115 548 334 0 0 0 0 519 276 754 1039 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 6 5 5 6
Permitted Phases 8 8 6 6
Detector Phase 8 8 8 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 10.0 10.0 5.0
Minimum Split (s)37.0 37.0 37.0 29.0 29.0 12.0
Total Split (s)31.0 31.0 31.0 31.0 31.0 52.0
Total Split (%)27.2%27.2%27.2%27.2%27.2%45.6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 7.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize?Yes Yes Yes
Recall Mode None None None Max Max None
Act Effct Green (s)21.3 21.3 21.3 24.5 24.5 64.6 71.6
Actuated g/C Ratio 0.20 0.20 0.20 0.23 0.23 0.60 0.67
v/c Ratio 0.32 0.83 0.74 0.45 0.56 0.91 0.44
Control Delay 40.9 53.3 30.3 38.4 20.1 45.2 7.6
Queue Delay 0.1 0.5 0.0 0.0 0.0 16.4 0.3
Total Delay 41.0 53.8 30.3 38.4 20.1 61.6 7.8
LOS D D C D C E A
Approach Delay 44.6 32.1 30.4
Approach LOS D C C
Intersection Summary
Cycle Length: 114
Actuated Cycle Length: 107.1
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 34.7 Intersection LOS: C
Intersection Capacity Utilization 88.7%ICU Level of Service E
Analysis Period (min) 15
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 15 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2021 Outbound Peak Total with Improvements.syn
Splits and Phases: 13: Kimball Ave & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)34.0 49.0 31.0
Total Split (%)30%43%27%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
1: SH 114 WBFR & Highland Street 06/14/2020
Page 1 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Intersection
Int Delay, s/veh 1.2
Movement WBL WBR SEL SET NWT NWR
Lane Configurations
Traffic Vol, veh/h 0 10 0 0 56 10
Future Vol, veh/h 0 10 0 0 56 10
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -Yield
Storage Length -0 ----
Veh in Median Storage, #0 --17747 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 10 0 0 56 10
Major/Minor Minor2 Major2
Conflicting Flow All -33 -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 0 876 --
Stage 1 0 ---
Stage 2 0 ---
Platoon blocked, %--
Mov Cap-1 Maneuver -876 --
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach WB NW
HCM Control Delay, s 9.2 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRWBLn1
Capacity (veh/h)--876
HCM Lane V/C Ratio --0.011
HCM Control Delay (s)--9.2
HCM Lane LOS --A
HCM 95th %tile Q(veh)--0
Timings
2: Carroll Avenue & Highland Street 06/14/2020
Page 2 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 10 135 8 8 67 186 788 74 220 14
Future Volume (vph)0 0 10 135 8 8 67 186 788 74 220 14
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)
Turn Type NA Perm NA Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 8 2 6
Detector Phase 4 4 8 8 2 2 6 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5
Total Split (s)15.0 15.0 15.0 15.0 30.0 30.0 30.0 30.0
Total Split (%)33.3%33.3%33.3%33.3%66.7%66.7%66.7%66.7%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Act Effct Green (s)8.7 8.7 26.1 26.1 26.1 26.1
Actuated g/C Ratio 0.22 0.22 0.65 0.65 0.65 0.65
v/c Ratio 0.01 0.50 0.09 0.73 0.38 0.19
Control Delay 0.0 20.6 4.9 6.0 13.4 4.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 0.0 20.6 4.9 6.0 13.4 4.9
LOS A C A A B A
Approach Delay 20.6 5.9 6.9
Approach LOS C A A
Intersection Summary
Cycle Length: 45
Actuated Cycle Length: 39.9
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 7.5 Intersection LOS: A
Intersection Capacity Utilization 84.0%ICU Level of Service E
Analysis Period (min) 15
Timings
2: Carroll Avenue & Highland Street 06/14/2020
Page 3 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Splits and Phases: 2: Carroll Avenue & Highland Street
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 4 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR
Lane Configurations
Traffic Volume (vph)177 878 0 0 312 77 0 0 0 331 124 138
Future Volume (vph)177 878 0 0 312 77 0 0 0 331 124 138
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type D.P+P NA NA Perm NA Perm
Protected Phases 1 1 2 2 4
Permitted Phases 2 4 4
Detector Phase 1 1 2 2 4 4 4
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0
Minimum Split (s)12.0 29.0 32.0 32.0 32.0
Total Split (s)22.0 35.0 43.0 43.0 43.0
Total Split (%)22.0%35.0%43.0%43.0%43.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max None None None
Act Effct Green (s)43.3 50.4 28.2 21.1 21.1 21.1
Actuated g/C Ratio 0.51 0.59 0.33 0.25 0.25 0.25
v/c Ratio 0.28 0.42 0.34 0.42 0.36 0.29
Control Delay 11.7 12.7 22.1 29.5 27.1 7.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 11.7 12.7 22.1 29.5 27.1 7.9
LOS B B C C C A
Approach Delay 12.6 22.1 23.3
Approach LOS B C C
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 85.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 17.5 Intersection LOS: B
Intersection Capacity Utilization 58.1%ICU Level of Service B
Analysis Period (min) 15
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 5 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Splits and Phases: 3: Carroll Avenue & SH 114 WBFR
Lane Group Ø5 Ø6 Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 5 6 8
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)28.0 29.0 43.0
Total Split (%)28%29%43%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 6 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)585 181 258 0 0 0 0 508 181 215 442 0
Future Volume (vph)585 181 258 0 0 0 0 508 181 215 442 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 6 5 5 6
Permitted Phases 8 8 6 6
Detector Phase 8 8 8 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)37.0 37.0 37.0 29.0 29.0 12.0
Total Split (s)43.0 43.0 43.0 29.0 29.0 28.0
Total Split (%)43.0%43.0%43.0%29.0%29.0%28.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 7.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize?Yes Yes Yes
Recall Mode None None None Max Max None
Act Effct Green (s)21.1 21.1 21.1 32.6 32.6 43.3 50.4
Actuated g/C Ratio 0.25 0.25 0.25 0.38 0.38 0.51 0.59
v/c Ratio 0.74 0.58 0.44 0.38 0.25 0.41 0.21
Control Delay 40.7 30.8 5.7 22.6 5.1 13.6 10.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 40.7 30.8 5.7 22.6 5.1 13.6 10.0
LOS D C A C A B A
Approach Delay 27.3 18.0 11.2
Approach LOS C B B
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 85.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 20.1 Intersection LOS: C
Intersection Capacity Utilization 58.1%ICU Level of Service B
Analysis Period (min) 15
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 7 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Splits and Phases: 4: Carroll Avenue & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)12.0 29.0 32.0
Total Split (s)22.0 35.0 43.0
Total Split (%)22%35%43%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
8: SH 114 WBFR & Blessed Way 06/14/2020
Page 8 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Intersection
Int Delay, s/veh 0
Movement SEL SET NWT NWR SWL SWR
Lane Configurations
Traffic Vol, veh/h 0 0 130 884 0 132
Future Vol, veh/h 0 0 130 884 0 132
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -Free
Storage Length ---0 -0
Veh in Median Storage, #-0 0 -0 -
Grade, %-0 0 -0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 0 130 884 0 132
Major/Minor Major2 Minor2
Conflicting Flow All -0 --
Stage 1 ----
Stage 2 ----
Critical Hdwy ----
Critical Hdwy Stg 1 ----
Critical Hdwy Stg 2 ----
Follow-up Hdwy ----
Pot Cap-1 Maneuver --0 0
Stage 1 --0 0
Stage 2 --0 0
Platoon blocked, %--
Mov Cap-1 Maneuver ----
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach NW SW
HCM Control Delay, s 0 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRSWLn1SWLn2
Capacity (veh/h)----
HCM Lane V/C Ratio ----
HCM Control Delay (s)--0 0
HCM Lane LOS --A A
HCM 95th %tile Q(veh)----
HCM 6th TWSC
10: Kimball Avenue & Highland Street 06/14/2020
Page 9 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 57 14 385 633 0
Future Vol, veh/h 5 57 14 385 633 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -None
Storage Length 0 -65 ---
Veh in Median Storage, #0 --0 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 5 57 14 385 633 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 854 317 633 0 -0
Stage 1 633 -----
Stage 2 221 -----
Critical Hdwy 6.84 6.94 4.14 ---
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 ---
Pot Cap-1 Maneuver 298 679 946 ---
Stage 1 491 -----
Stage 2 795 -----
Platoon blocked, %---
Mov Cap-1 Maneuver 294 679 946 ---
Mov Cap-2 Maneuver 294 -----
Stage 1 484 -----
Stage 2 795 -----
Approach EB NB SB
HCM Control Delay, s 11.5 0.3 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h)946 -614 --
HCM Lane V/C Ratio 0.015 -0.101 --
HCM Control Delay (s)8.9 -11.5 --
HCM Lane LOS A -B --
HCM 95th %tile Q(veh)0 -0.3 --
HCM 6th TWSC
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
Page 10 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 12 0 62 5 0 0 287 411 0 0 621 103
Future Vol, veh/h 12 0 62 5 0 0 287 411 0 0 621 103
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized --None --None --None --None
Storage Length 150 -0 ---165 --65 --
Veh in Median Storage, #-0 --0 --0 --0 -
Grade, %-0 --0 --0 --0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 12 0 62 5 0 0 287 411 0 0 621 103
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1453 1658 362 1296 1709 206 724 0 0 411 0 0
Stage 1 673 673 -985 985 -------
Stage 2 780 985 -311 724 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 --4.14 --
Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 -6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 --2.22 --
Pot Cap-1 Maneuver 91 97 635 120 90 800 874 --1144 --
Stage 1 411 452 -266 324 -------
Stage 2 354 324 -674 429 -------
Platoon blocked, %----
Mov Cap-1 Maneuver 68 65 635 81 60 800 874 --1144 --
Mov Cap-2 Maneuver 68 65 -81 60 -------
Stage 1 276 452 -179 218 -------
Stage 2 238 218 -608 429 -------
Approach EB WB NB SB
HCM Control Delay, s 20.7 52.3 4.6 0
HCM LOS C F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h)874 --68 635 81 1144 --
HCM Lane V/C Ratio 0.328 --0.176 0.098 0.062 ---
HCM Control Delay (s)11.1 --69 11.3 52.3 0 --
HCM Lane LOS B --F B F A --
HCM 95th %tile Q(veh)1.4 --0.6 0.3 0.2 0 --
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 11 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 325 625 456 233 347 0 0 617 85
Future Volume (vph)0 0 0 325 625 456 233 347 0 0 617 85
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm D.P+P NA NA
Protected Phases 4 1 1 2 2
Permitted Phases 4 4 2
Detector Phase 4 4 4 1 1 2 2
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 10.0
Minimum Split (s)37.0 37.0 37.0 12.0 29.0
Total Split (s)31.0 31.0 31.0 34.0 49.0
Total Split (%)27.2%27.2%27.2%29.8%43.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None None None None Max
Act Effct Green (s)23.2 23.2 23.2 52.7 59.7 42.1
Actuated g/C Ratio 0.24 0.24 0.24 0.54 0.62 0.43
v/c Ratio 0.76 0.81 0.63 0.49 0.16 0.32
Control Delay 48.8 44.4 7.5 17.1 8.0 18.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 48.8 44.4 7.5 17.1 8.0 18.3
LOS D D A B A B
Approach Delay 33.3 11.6 18.3
Approach LOS C B B
Intersection Summary
Cycle Length: 114
Actuated Cycle Length: 97
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 24.7 Intersection LOS: C
Intersection Capacity Utilization 62.0%ICU Level of Service B
Analysis Period (min) 15
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 12 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Splits and Phases: 12: Kimball Ave/Kimball Avenue & SH 114 WBFR
Lane Group Ø5 Ø6 Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 5 6 8
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)52.0 31.0 31.0
Total Split (%)46%27%27%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 13 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)172 420 205 0 0 0 0 371 162 398 577 0
Future Volume (vph)172 420 205 0 0 0 0 371 162 398 577 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 6 5 5 6
Permitted Phases 8 8 6 6
Detector Phase 8 8 8 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 10.0 10.0 5.0
Minimum Split (s)37.0 37.0 37.0 29.0 29.0 12.0
Total Split (s)31.0 31.0 31.0 31.0 31.0 52.0
Total Split (%)27.2%27.2%27.2%27.2%27.2%45.6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 7.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize?Yes Yes Yes
Recall Mode None None None Max Max None
Act Effct Green (s)23.2 23.2 23.2 35.5 35.5 52.7 59.7
Actuated g/C Ratio 0.24 0.24 0.24 0.37 0.37 0.54 0.62
v/c Ratio 0.40 0.54 0.38 0.20 0.24 0.59 0.26
Control Delay 35.2 35.4 6.8 22.4 4.3 15.1 8.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 35.2 35.4 6.8 22.4 4.3 15.1 8.2
LOS D D A C A B A
Approach Delay 28.0 16.9 11.0
Approach LOS C B B
Intersection Summary
Cycle Length: 114
Actuated Cycle Length: 97
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 18.3 Intersection LOS: B
Intersection Capacity Utilization 62.0%ICU Level of Service B
Analysis Period (min) 15
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 14 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Inbound Peak with Improvements.syn
Splits and Phases: 13: Kimball Ave & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)34.0 49.0 31.0
Total Split (%)30%43%27%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
1: SH 114 WBFR & Highland Street 06/14/2020
Page 1 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Intersection
Int Delay, s/veh 4.3
Movement WBL WBR SEL SET NWT NWR
Lane Configurations
Traffic Vol, veh/h 0 133 0 0 191 0
Future Vol, veh/h 0 133 0 0 191 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -Yield
Storage Length -0 ----
Veh in Median Storage, #0 --17747 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 133 0 0 191 0
Major/Minor Minor2 Major2
Conflicting Flow All -96 -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 0 800 --
Stage 1 0 ---
Stage 2 0 ---
Platoon blocked, %--
Mov Cap-1 Maneuver -800 --
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach WB NW
HCM Control Delay, s 10.4 0
HCM LOS B
Minor Lane/Major Mvmt NWT NWRWBLn1
Capacity (veh/h)--800
HCM Lane V/C Ratio --0.166
HCM Control Delay (s)--10.4
HCM Lane LOS --B
HCM 95th %tile Q(veh)--0.6
Timings
2: Carroll Avenue & Highland Street 06/14/2020
Page 2 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)10 19 91 356 61 53 10 266 147 12 143 10
Future Volume (vph)10 19 91 356 61 53 10 266 147 12 143 10
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 8 2 6
Detector Phase 4 4 8 8 2 2 6 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5
Total Split (s)35.0 35.0 35.0 35.0 25.0 25.0 25.0 25.0
Total Split (%)58.3%58.3%58.3%58.3%41.7%41.7%41.7%41.7%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Act Effct Green (s)21.3 21.3 14.8 14.8 14.8 14.8
Actuated g/C Ratio 0.46 0.46 0.32 0.32 0.32 0.32
v/c Ratio 0.15 0.78 0.03 0.69 0.06 0.26
Control Delay 3.6 20.9 13.1 19.8 13.8 14.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 3.6 20.9 13.1 19.8 13.8 14.0
LOS A C B B B B
Approach Delay 3.6 20.9 19.6 14.0
Approach LOS A C B B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 45.9
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay: 17.7 Intersection LOS: B
Intersection Capacity Utilization 63.3%ICU Level of Service B
Analysis Period (min) 15
Timings
2: Carroll Avenue & Highland Street 06/14/2020
Page 3 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Splits and Phases: 2: Carroll Avenue & Highland Street
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 4 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR
Lane Configurations
Traffic Volume (vph)320 219 0 0 622 160 0 0 0 865 612 180
Future Volume (vph)320 219 0 0 622 160 0 0 0 865 612 180
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)44%
Turn Type D.P+P NA NA Perm NA Perm
Protected Phases 1 1 2 2 4
Permitted Phases 2 4 4
Detector Phase 1 1 2 2 4 4 4
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0
Minimum Split (s)12.0 29.0 32.0 32.0 32.0
Total Split (s)22.0 35.0 43.0 43.0 43.0
Total Split (%)22.0%35.0%43.0%43.0%43.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max None None None
Act Effct Green (s)43.1 50.1 28.0 33.6 33.6 33.6
Actuated g/C Ratio 0.44 0.51 0.29 0.34 0.34 0.34
v/c Ratio 0.87 0.12 0.78 0.87 0.87 0.27
Control Delay 69.5 20.2 37.3 48.2 39.2 4.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.5 20.2 37.3 48.2 39.2 4.5
LOS E C D D D A
Approach Delay 49.5 37.3 38.1
Approach LOS D D D
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 97.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 40.0 Intersection LOS: D
Intersection Capacity Utilization 85.6%ICU Level of Service E
Analysis Period (min) 15
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 5 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Splits and Phases: 3: Carroll Avenue & SH 114 WBFR
Lane Group Ø5 Ø6 Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 5 6 8
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)28.0 29.0 43.0
Total Split (%)28%29%43%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 6 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)114 435 439 0 0 0 0 425 344 516 908 0
Future Volume (vph)114 435 439 0 0 0 0 425 344 516 908 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 6 5 5 6
Permitted Phases 8 8 6 6
Detector Phase 8 8 8 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)37.0 37.0 37.0 29.0 29.0 12.0
Total Split (s)43.0 43.0 43.0 29.0 29.0 28.0
Total Split (%)43.0%43.0%43.0%29.0%29.0%28.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 7.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize?Yes Yes Yes
Recall Mode None None None Max Max None
Act Effct Green (s)33.6 33.6 33.6 22.0 22.0 43.1 50.1
Actuated g/C Ratio 0.34 0.34 0.34 0.23 0.23 0.44 0.51
v/c Ratio 0.19 0.38 0.70 0.53 0.68 0.93 0.50
Control Delay 23.2 25.2 26.6 36.7 22.7 42.7 21.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.2 25.2 26.6 36.7 22.7 42.7 21.7
LOS C C C D C D C
Approach Delay 25.6 30.4 29.3
Approach LOS C C C
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 97.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 28.4 Intersection LOS: C
Intersection Capacity Utilization 85.6%ICU Level of Service E
Analysis Period (min) 15
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 7 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Splits and Phases: 4: Carroll Avenue & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)12.0 29.0 32.0
Total Split (s)22.0 35.0 43.0
Total Split (%)22%35%43%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
8: SH 114 WBFR & Blessed Way 06/14/2020
Page 8 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Intersection
Int Delay, s/veh 0
Movement SEL SET NWT NWR SWL SWR
Lane Configurations
Traffic Vol, veh/h 0 0 94 204 0 1340
Future Vol, veh/h 0 0 94 204 0 1340
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -Free
Storage Length ---0 -0
Veh in Median Storage, #-0 0 -0 -
Grade, %-0 0 -0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 0 94 204 0 1340
Major/Minor Major2 Minor2
Conflicting Flow All -0 --
Stage 1 ----
Stage 2 ----
Critical Hdwy ----
Critical Hdwy Stg 1 ----
Critical Hdwy Stg 2 ----
Follow-up Hdwy ----
Pot Cap-1 Maneuver --0 0
Stage 1 --0 0
Stage 2 --0 0
Platoon blocked, %--
Mov Cap-1 Maneuver ----
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach NW SW
HCM Control Delay, s 0 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRSWLn1SWLn2
Capacity (veh/h)----
HCM Lane V/C Ratio ----
HCM Control Delay (s)--0 0
HCM Lane LOS --A A
HCM 95th %tile Q(veh)----
HCM 6th TWSC
10: Kimball Avenue & Highland Street 06/14/2020
Page 9 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Intersection
Int Delay, s/veh 0.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 29 19 33 596 484 10
Future Vol, veh/h 29 19 33 596 484 10
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -None
Storage Length 0 -65 ---
Veh in Median Storage, #0 --0 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 29 19 33 596 484 10
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 853 247 494 0 -0
Stage 1 489 -----
Stage 2 364 -----
Critical Hdwy 6.84 6.94 4.14 ---
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 ---
Pot Cap-1 Maneuver 298 753 1066 ---
Stage 1 582 -----
Stage 2 673 -----
Platoon blocked, %---
Mov Cap-1 Maneuver 289 753 1066 ---
Mov Cap-2 Maneuver 289 -----
Stage 1 564 -----
Stage 2 673 -----
Approach EB NB SB
HCM Control Delay, s 15.8 0.4 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h)1066 -382 --
HCM Lane V/C Ratio 0.031 -0.126 --
HCM Control Delay (s)8.5 -15.8 --
HCM Lane LOS A -C --
HCM 95th %tile Q(veh)0.1 -0.4 --
Timings
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
Page 10 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)123 0 762 0 0 0 45 535 4 0 511 20
Future Volume (vph)123 0 762 0 0 0 45 535 4 0 511 20
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 4 8 2 6
Detector Phase 4 4 4 8 8 2 2 6 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5
Total Split (s)56.4 56.4 56.4 56.4 56.4 23.6 23.6 23.6 23.6
Total Split (%)70.5%70.5%70.5%70.5%70.5%29.5%29.5%29.5%29.5%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None None Min Min Min Min
Act Effct Green (s)33.1 33.1 14.4 14.4 14.4
Actuated g/C Ratio 0.58 0.58 0.25 0.25 0.25
v/c Ratio 0.15 0.81 0.27 0.61 0.60
Control Delay 6.0 16.7 26.9 24.3 24.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 6.0 16.7 26.9 24.3 24.0
LOS A B C C C
Approach Delay 15.2 24.5 24.0
Approach LOS B C C
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 57.4
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 20.3 Intersection LOS: C
Intersection Capacity Utilization 69.4%ICU Level of Service C
Analysis Period (min) 15
Timings
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
Page 11 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Splits and Phases: 11: Kimball Avenue & Kirkwood Boulevard/Still Water Court
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 12 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 540 246 203 337 339 0 0 1262 145
Future Volume (vph)0 0 0 540 246 203 337 339 0 0 1262 145
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type Perm NA Perm D.P+P NA NA
Protected Phases 4 1 1 2 2
Permitted Phases 4 4 2
Detector Phase 4 4 4 1 1 2 2
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 10.0
Minimum Split (s)37.0 37.0 37.0 12.0 29.0
Total Split (s)31.0 31.0 31.0 34.0 49.0
Total Split (%)27.2%27.2%27.2%29.8%43.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None None None None Max
Act Effct Green (s)23.1 23.1 23.1 65.4 72.4 45.1
Actuated g/C Ratio 0.21 0.21 0.21 0.60 0.66 0.41
v/c Ratio 0.80 0.74 0.41 0.83 0.14 0.68
Control Delay 60.2 48.4 8.0 62.9 5.6 29.0
Queue Delay 13.2 4.1 0.0 0.5 0.0 0.0
Total Delay 73.4 52.5 8.0 63.5 5.6 29.0
LOS E D A E A C
Approach Delay 49.1 34.4 29.0
Approach LOS D C C
Intersection Summary
Cycle Length: 114
Actuated Cycle Length: 109.6
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 36.7 Intersection LOS: D
Intersection Capacity Utilization 92.9%ICU Level of Service F
Analysis Period (min) 15
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 13 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Splits and Phases: 12: Kimball Ave/Kimball Avenue & SH 114 WBFR
Lane Group Ø5 Ø6 Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 5 6 8
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)52.0 31.0 31.0
Total Split (%)46%27%27%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 14 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)134 635 387 0 0 0 0 557 320 746 1061 0
Future Volume (vph)134 635 387 0 0 0 0 557 320 746 1061 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 6 5 5 6
Permitted Phases 8 8 6 6
Detector Phase 8 8 8 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 10.0 10.0 5.0
Minimum Split (s)37.0 37.0 37.0 29.0 29.0 12.0
Total Split (s)31.0 31.0 31.0 31.0 31.0 52.0
Total Split (%)27.2%27.2%27.2%27.2%27.2%45.6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 7.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize?Yes Yes Yes
Recall Mode None None None Max Max None
Act Effct Green (s)23.1 23.1 23.1 24.1 24.1 65.4 72.4
Actuated g/C Ratio 0.21 0.21 0.21 0.22 0.22 0.60 0.66
v/c Ratio 0.36 0.91 0.83 0.50 0.66 0.92 0.45
Control Delay 41.5 60.6 39.0 40.1 26.0 47.1 8.4
Queue Delay 0.1 3.3 0.0 0.0 0.0 39.0 0.4
Total Delay 41.6 64.0 39.0 40.1 26.0 86.1 8.7
LOS D E D D C F A
Approach Delay 53.3 35.0 40.7
Approach LOS D C D
Intersection Summary
Cycle Length: 114
Actuated Cycle Length: 109.6
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 43.2 Intersection LOS: D
Intersection Capacity Utilization 92.9%ICU Level of Service F
Analysis Period (min) 15
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 15 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Build-out Year Background Outbound Peak with Improvements.syn
Splits and Phases: 13: Kimball Ave & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)34.0 49.0 31.0
Total Split (%)30%43%27%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
1: SH 114 WBFR & Highland Street 06/14/2020
Page 1 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Intersection
Int Delay, s/veh 2.4
Movement WBL WBR SEL SET NWT NWR
Lane Configurations
Traffic Vol, veh/h 0 23 0 0 57 10
Future Vol, veh/h 0 23 0 0 57 10
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -Yield
Storage Length -0 ----
Veh in Median Storage, #0 --17747 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 23 0 0 57 10
Major/Minor Minor2 Major2
Conflicting Flow All -34 -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 0 874 --
Stage 1 0 ---
Stage 2 0 ---
Platoon blocked, %--
Mov Cap-1 Maneuver -874 --
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach WB NW
HCM Control Delay, s 9.2 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRWBLn1
Capacity (veh/h)--874
HCM Lane V/C Ratio --0.026
HCM Control Delay (s)--9.2
HCM Lane LOS --A
HCM 95th %tile Q(veh)--0.1
Timings
2: Carroll Avenue & Highland Street 06/14/2020
Page 2 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 8 163 13 13 67 190 961 103 220 14
Future Volume (vph)0 0 8 163 13 13 67 190 961 103 220 14
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)
Turn Type NA Perm NA Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 8 2 6
Detector Phase 4 4 8 8 2 2 6 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5
Total Split (s)15.0 15.0 15.0 15.0 30.0 30.0 30.0 30.0
Total Split (%)33.3%33.3%33.3%33.3%66.7%66.7%66.7%66.7%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Act Effct Green (s)9.1 9.3 27.7 27.7 27.7 27.7
Actuated g/C Ratio 0.22 0.22 0.66 0.66 0.66 0.66
v/c Ratio 0.01 0.61 0.09 0.83 0.56 0.19
Control Delay 0.0 24.9 4.9 9.5 25.7 4.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 0.0 24.9 4.9 9.5 25.7 4.9
LOS A C A A C A
Approach Delay 24.9 9.2 11.2
Approach LOS C A B
Intersection Summary
Cycle Length: 45
Actuated Cycle Length: 42
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.83
Intersection Signal Delay: 11.3 Intersection LOS: B
Intersection Capacity Utilization 103.4%ICU Level of Service G
Analysis Period (min) 15
Timings
2: Carroll Avenue & Highland Street 06/14/2020
Page 3 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Splits and Phases: 2: Carroll Avenue & Highland Street
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 4 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR
Lane Configurations
Traffic Volume (vph)205 1086 0 0 335 81 0 0 0 350 129 143
Future Volume (vph)205 1086 0 0 335 81 0 0 0 350 129 143
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type D.P+P NA NA Perm NA Perm
Protected Phases 1 1 2 2 4
Permitted Phases 2 4 4
Detector Phase 1 1 2 2 4 4 4
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0
Minimum Split (s)12.0 29.0 32.0 32.0 32.0
Total Split (s)22.0 35.0 43.0 43.0 43.0
Total Split (%)22.0%35.0%43.0%43.0%43.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max None None None
Act Effct Green (s)43.3 50.4 28.2 24.1 24.1 24.1
Actuated g/C Ratio 0.49 0.57 0.32 0.27 0.27 0.27
v/c Ratio 0.35 0.54 0.37 0.40 0.34 0.28
Control Delay 15.4 17.2 24.1 28.3 26.1 7.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 15.4 17.2 24.1 28.3 26.1 7.8
LOS B B C C C A
Approach Delay 16.9 24.1 22.5
Approach LOS B C C
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 88.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 19.7 Intersection LOS: B
Intersection Capacity Utilization 62.2%ICU Level of Service B
Analysis Period (min) 15
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
Page 5 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Splits and Phases: 3: Carroll Avenue & SH 114 WBFR
Lane Group Ø5 Ø6 Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 5 6 8
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)28.0 29.0 43.0
Total Split (%)28%29%43%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 6 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)672 181 258 0 0 0 0 595 181 215 484 0
Future Volume (vph)672 181 258 0 0 0 0 595 181 215 484 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 6 5 5 6
Permitted Phases 8 8 6 6
Detector Phase 8 8 8 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)37.0 37.0 37.0 29.0 29.0 12.0
Total Split (s)43.0 43.0 43.0 29.0 29.0 28.0
Total Split (%)43.0%43.0%43.0%29.0%29.0%28.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 7.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize?Yes Yes Yes
Recall Mode None None None Max Max None
Act Effct Green (s)24.1 24.1 24.1 31.2 31.2 43.3 50.4
Actuated g/C Ratio 0.27 0.27 0.27 0.35 0.35 0.49 0.57
v/c Ratio 0.77 0.58 0.42 0.48 0.27 0.45 0.24
Control Delay 41.4 30.0 5.2 26.6 5.7 17.8 11.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 41.4 30.0 5.2 26.6 5.7 17.8 11.7
LOS D C A C A B B
Approach Delay 27.7 21.8 13.6
Approach LOS C C B
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 88.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 22.1 Intersection LOS: C
Intersection Capacity Utilization 62.2%ICU Level of Service B
Analysis Period (min) 15
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
Page 7 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Splits and Phases: 4: Carroll Avenue & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)12.0 29.0 32.0
Total Split (s)22.0 35.0 43.0
Total Split (%)22%35%43%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
8: SH 114 WBFR & Blessed Way 06/14/2020
Page 8 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Intersection
Int Delay, s/veh 0
Movement SEL SET NWT NWR SWL SWR
Lane Configurations
Traffic Vol, veh/h 0 0 159 1029 0 165
Future Vol, veh/h 0 0 159 1029 0 165
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -Free
Storage Length ---0 -0
Veh in Median Storage, #-0 0 -0 -
Grade, %-0 0 -0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 0 159 1029 0 165
Major/Minor Major2 Minor2
Conflicting Flow All -0 --
Stage 1 ----
Stage 2 ----
Critical Hdwy ----
Critical Hdwy Stg 1 ----
Critical Hdwy Stg 2 ----
Follow-up Hdwy ----
Pot Cap-1 Maneuver --0 0
Stage 1 --0 0
Stage 2 --0 0
Platoon blocked, %--
Mov Cap-1 Maneuver ----
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach NW SW
HCM Control Delay, s 0 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRSWLn1SWLn2
Capacity (veh/h)----
HCM Lane V/C Ratio ----
HCM Control Delay (s)--0 0
HCM Lane LOS --A A
HCM 95th %tile Q(veh)----
HCM 6th TWSC
10: Kimball Avenue & Highland Street 06/14/2020
Page 9 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 57 14 385 633 0
Future Vol, veh/h 5 57 14 385 633 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -None
Storage Length 0 -65 ---
Veh in Median Storage, #0 --0 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 5 57 14 385 633 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 854 317 633 0 -0
Stage 1 633 -----
Stage 2 221 -----
Critical Hdwy 6.84 6.94 4.14 ---
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 ---
Pot Cap-1 Maneuver 298 679 946 ---
Stage 1 491 -----
Stage 2 795 -----
Platoon blocked, %---
Mov Cap-1 Maneuver 294 679 946 ---
Mov Cap-2 Maneuver 294 -----
Stage 1 484 -----
Stage 2 795 -----
Approach EB NB SB
HCM Control Delay, s 11.5 0.3 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h)946 -614 --
HCM Lane V/C Ratio 0.015 -0.101 --
HCM Control Delay (s)8.9 -11.5 --
HCM Lane LOS A -B --
HCM 95th %tile Q(veh)0 -0.3 --
HCM 6th TWSC
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
Page 10 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 12 0 60 5 0 0 287 411 0 0 621 103
Future Vol, veh/h 12 0 60 5 0 0 287 411 0 0 621 103
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized --None --None --None --None
Storage Length 150 -0 ---165 --65 --
Veh in Median Storage, #-0 --0 --0 --0 -
Grade, %-0 --0 --0 --0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 12 0 60 5 0 0 287 411 0 0 621 103
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1453 1658 362 1296 1709 206 724 0 0 411 0 0
Stage 1 673 673 -985 985 -------
Stage 2 780 985 -311 724 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 --4.14 --
Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 -------
Critical Hdwy Stg 2 6.54 5.54 -6.54 5.54 -------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 --2.22 --
Pot Cap-1 Maneuver 91 97 635 120 90 800 874 --1144 --
Stage 1 411 452 -266 324 -------
Stage 2 354 324 -674 429 -------
Platoon blocked, %----
Mov Cap-1 Maneuver 68 65 635 81 60 800 874 --1144 --
Mov Cap-2 Maneuver 68 65 -81 60 -------
Stage 1 276 452 -179 218 -------
Stage 2 238 218 -610 429 -------
Approach EB WB NB SB
HCM Control Delay, s 20.9 52.3 4.6 0
HCM LOS C F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h)874 --68 635 81 1144 --
HCM Lane V/C Ratio 0.328 --0.176 0.094 0.062 ---
HCM Control Delay (s)11.1 --69 11.3 52.3 0 --
HCM Lane LOS B --F B F A --
HCM 95th %tile Q(veh)1.4 --0.6 0.3 0.2 0 --
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 11 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 325 712 485 262 376 0 0 626 85
Future Volume (vph)0 0 0 325 712 485 262 376 0 0 626 85
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm D.P+P NA NA
Protected Phases 4 1 1 2 2
Permitted Phases 4 4 2
Detector Phase 4 4 4 1 1 2 2
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 10.0
Minimum Split (s)37.0 37.0 37.0 12.0 29.0
Total Split (s)31.0 31.0 31.0 34.0 49.0
Total Split (%)27.2%27.2%27.2%29.8%43.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None None None None Max
Act Effct Green (s)24.0 24.0 24.0 53.6 60.6 42.0
Actuated g/C Ratio 0.24 0.24 0.24 0.54 0.61 0.43
v/c Ratio 0.74 0.90 0.67 0.54 0.17 0.33
Control Delay 48.3 52.6 10.0 20.2 7.6 19.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 48.3 52.6 10.0 20.2 7.6 19.1
LOS D D A C A B
Approach Delay 38.2 12.8 19.1
Approach LOS D B B
Intersection Summary
Cycle Length: 114
Actuated Cycle Length: 98.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.90
Intersection Signal Delay: 27.8 Intersection LOS: C
Intersection Capacity Utilization 65.4%ICU Level of Service C
Analysis Period (min) 15
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
Page 12 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Splits and Phases: 12: Kimball Ave/Kimball Avenue & SH 114 WBFR
Lane Group Ø5 Ø6 Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 5 6 8
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)52.0 31.0 31.0
Total Split (%)46%27%27%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 13 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)172 420 205 0 0 0 0 429 162 402 582 0
Future Volume (vph)172 420 205 0 0 0 0 429 162 402 582 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 6 5 5 6
Permitted Phases 8 8 6 6
Detector Phase 8 8 8 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 10.0 10.0 5.0
Minimum Split (s)37.0 37.0 37.0 29.0 29.0 12.0
Total Split (s)31.0 31.0 31.0 31.0 31.0 52.0
Total Split (%)27.2%27.2%27.2%27.2%27.2%45.6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 7.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize?Yes Yes Yes
Recall Mode None None None Max Max None
Act Effct Green (s)24.0 24.0 24.0 36.2 36.2 53.6 60.6
Actuated g/C Ratio 0.24 0.24 0.24 0.37 0.37 0.54 0.61
v/c Ratio 0.40 0.53 0.38 0.23 0.23 0.62 0.27
Control Delay 35.5 35.6 6.8 22.8 4.3 16.3 8.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 35.5 35.6 6.8 22.8 4.3 16.3 8.2
LOS D D A C A B A
Approach Delay 28.2 17.7 11.6
Approach LOS C B B
Intersection Summary
Cycle Length: 114
Actuated Cycle Length: 98.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.90
Intersection Signal Delay: 18.7 Intersection LOS: B
Intersection Capacity Utilization 65.4%ICU Level of Service C
Analysis Period (min) 15
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
Page 14 Synchro 10 Report
H:\T1916.01 - Gateway Church Expansion TIA - Southlake, TX\Synchro\2026 Inbound Peak Total with Improvements.syn
Splits and Phases: 13: Kimball Ave & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)34.0 49.0 31.0
Total Split (%)30%43%27%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
1: SH 114 WBFR & Highland Street 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 1
Intersection
Int Delay, s/veh 4.9
Movement WBL WBR SEL SET NWT NWR
Lane Configurations
Traffic Vol, veh/h 0 172 0 0 206 0
Future Vol, veh/h 0 172 0 0 206 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -Yield
Storage Length -0 ----
Veh in Median Storage, #0 --17747 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 172 0 0 206 0
Major/Minor Minor2 Major2
Conflicting Flow All -103 -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 0 791 --
Stage 1 0 ---
Stage 2 0 ---
Platoon blocked, %--
Mov Cap-1 Maneuver -791 --
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach WB NW
HCM Control Delay, s 10.8 0
HCM LOS B
Minor Lane/Major Mvmt NWT NWRWBLn1
Capacity (veh/h)--791
HCM Lane V/C Ratio --0.217
HCM Control Delay (s)--10.8
HCM Lane LOS --B
HCM 95th %tile Q(veh)--0.8
Timings
2: Carroll Avenue & Highland Street 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)10 19 91 433 100 53 10 304 176 18 143 10
Future Volume (vph)10 19 91 433 100 53 10 304 176 18 143 10
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 8 2 6
Detector Phase 4 4 8 8 2 2 6 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5
Total Split (s)35.0 35.0 35.0 35.0 25.0 25.0 25.0 25.0
Total Split (%)58.3%58.3%58.3%58.3%41.7%41.7%41.7%41.7%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Act Effct Green (s)26.9 26.9 17.4 17.4 17.4 17.4
Actuated g/C Ratio 0.50 0.50 0.32 0.32 0.32 0.32
v/c Ratio 0.14 0.89 0.03 0.79 0.12 0.25
Control Delay 3.5 32.0 13.4 26.8 16.1 15.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 3.5 32.0 13.4 26.8 16.1 15.0
LOS A C B C B B
Approach Delay 3.5 32.0 26.5 15.1
Approach LOS A C C B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 53.6
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay: 25.4 Intersection LOS: C
Intersection Capacity Utilization 73.4%ICU Level of Service D
Analysis Period (min) 15
Timings
2: Carroll Avenue & Highland Street 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 3
Splits and Phases: 2: Carroll Avenue & Highland Street
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 4
Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR
Lane Configurations
Traffic Volume (vph)320 248 0 0 660 198 0 0 0 980 689 218
Future Volume (vph)320 248 0 0 660 198 0 0 0 980 689 218
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)44%
Turn Type D.P+P NA NA Perm NA Perm
Protected Phases 1 1 2 2 4
Permitted Phases 2 4 4
Detector Phase 1 1 2 2 4 4 4
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0
Minimum Split (s)12.0 29.0 32.0 32.0 32.0
Total Split (s)22.0 35.0 43.0 43.0 43.0
Total Split (%)22.0%35.0%43.0%43.0%43.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max None None None
Act Effct Green (s)43.0 50.0 28.0 35.8 35.8 35.8
Actuated g/C Ratio 0.43 0.50 0.28 0.36 0.36 0.36
v/c Ratio 0.94 0.14 0.87 0.95 0.94 0.31
Control Delay 83.3 21.6 43.6 59.9 46.8 4.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 83.3 21.6 43.6 59.9 46.8 4.4
LOS F C D E D A
Approach Delay 56.4 43.6 45.7
Approach LOS E D D
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 99.8
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.97
Intersection Signal Delay: 47.0 Intersection LOS: D
Intersection Capacity Utilization 91.5%ICU Level of Service F
Analysis Period (min) 15
Timings
3: Carroll Avenue & SH 114 WBFR 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 5
Splits and Phases: 3: Carroll Avenue & SH 114 WBFR
Lane Group Ø5 Ø6 Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 5 6 8
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)28.0 29.0 43.0
Total Split (%)28%29%43%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)120 435 439 0 0 0 0 448 344 516 1062 0
Future Volume (vph)120 435 439 0 0 0 0 448 344 516 1062 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 6 5 5 6
Permitted Phases 8 8 6 6
Detector Phase 8 8 8 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)37.0 37.0 37.0 29.0 29.0 12.0
Total Split (s)43.0 43.0 43.0 29.0 29.0 28.0
Total Split (%)43.0%43.0%43.0%29.0%29.0%28.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 7.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize?Yes Yes Yes
Recall Mode None None None Max Max None
Act Effct Green (s)35.8 35.8 35.8 22.0 22.0 43.0 50.0
Actuated g/C Ratio 0.36 0.36 0.36 0.22 0.22 0.43 0.50
v/c Ratio 0.19 0.37 0.68 0.57 0.69 0.97 0.60
Control Delay 23.1 24.7 25.6 38.2 23.5 46.3 24.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.1 24.7 25.6 38.2 23.5 46.3 24.5
LOS C C C D C D C
Approach Delay 24.9 31.8 31.6
Approach LOS C C C
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 99.8
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.97
Intersection Signal Delay: 29.7 Intersection LOS: C
Intersection Capacity Utilization 91.5%ICU Level of Service F
Analysis Period (min) 15
Timings
4: Carroll Avenue & SH 114 EBFR 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 7
Splits and Phases: 4: Carroll Avenue & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 5.0 5.0
Minimum Split (s)12.0 29.0 32.0
Total Split (s)22.0 35.0 43.0
Total Split (%)22%35%43%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode Max Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
HCM 6th TWSC
8: SH 114 WBFR & Blessed Way 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 8
Intersection
Int Delay, s/veh 0
Movement SEL SET NWT NWR SWL SWR
Lane Configurations
Traffic Vol, veh/h 0 0 94 250 0 1571
Future Vol, veh/h 0 0 94 250 0 1571
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -Free
Storage Length ---0 -0
Veh in Median Storage, #-0 0 -0 -
Grade, %-0 0 -0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 0 0 94 250 0 1571
Major/Minor Major2 Minor2
Conflicting Flow All -0 --
Stage 1 ----
Stage 2 ----
Critical Hdwy ----
Critical Hdwy Stg 1 ----
Critical Hdwy Stg 2 ----
Follow-up Hdwy ----
Pot Cap-1 Maneuver --0 0
Stage 1 --0 0
Stage 2 --0 0
Platoon blocked, %--
Mov Cap-1 Maneuver ----
Mov Cap-2 Maneuver ----
Stage 1 ----
Stage 2 ----
Approach NW SW
HCM Control Delay, s 0 0
HCM LOS A
Minor Lane/Major Mvmt NWT NWRSWLn1SWLn2
Capacity (veh/h)----
HCM Lane V/C Ratio ----
HCM Control Delay (s)--0 0
HCM Lane LOS --A A
HCM 95th %tile Q(veh)----
HCM 6th TWSC
10: Kimball Avenue & Highland Street 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 9
Intersection
Int Delay, s/veh 0.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 29 19 33 634 489 0
Future Vol, veh/h 29 19 33 634 489 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized -None -None -None
Storage Length 0 -65 ---
Veh in Median Storage, #0 --0 0 -
Grade, %0 --0 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, %2 2 2 2 2 2
Mvmt Flow 29 19 33 634 489 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 872 245 489 0 -0
Stage 1 489 -----
Stage 2 383 -----
Critical Hdwy 6.84 6.94 4.14 ---
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 ---
Pot Cap-1 Maneuver 290 755 1070 ---
Stage 1 582 -----
Stage 2 659 -----
Platoon blocked, %---
Mov Cap-1 Maneuver 281 755 1070 ---
Mov Cap-2 Maneuver 281 -----
Stage 1 564 -----
Stage 2 659 -----
Approach EB NB SB
HCM Control Delay, s 16 0.4 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h)1070 -374 --
HCM Lane V/C Ratio 0.031 -0.128 --
HCM Control Delay (s)8.5 -16 --
HCM Lane LOS A -C --
HCM 95th %tile Q(veh)0.1 -0.4 --
Timings
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 10
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)161 0 916 5 0 0 57 535 5 0 511 26
Future Volume (vph)161 0 916 5 0 0 57 535 5 0 511 26
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)
Turn Type Perm NA Perm Perm NA Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 4 8 2 6
Detector Phase 4 4 4 8 8 2 2 6 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5
Total Split (s)56.4 56.4 56.4 56.4 56.4 23.6 23.6 23.6 23.6
Total Split (%)70.5%70.5%70.5%70.5%70.5%29.5%29.5%29.5%29.5%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None None Min Min Min Min
Act Effct Green (s)43.2 43.2 43.2 15.8 15.8 15.8
Actuated g/C Ratio 0.63 0.63 0.63 0.23 0.23 0.23
v/c Ratio 0.18 0.90 0.01 0.44 0.66 0.66
Control Delay 6.0 23.8 5.0 37.7 29.8 29.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 6.0 23.8 5.0 37.7 29.8 29.5
LOS A C A D C C
Approach Delay 21.2 5.0 30.5 29.5
Approach LOS C A C C
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 68.5
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.90
Intersection Signal Delay: 25.7 Intersection LOS: C
Intersection Capacity Utilization 87.1%ICU Level of Service E
Analysis Period (min) 15
Timings
11: Kimball Avenue & Kirkwood Boulevard/Still Water Court 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 11
Splits and Phases: 11: Kimball Avenue & Kirkwood Boulevard/Still Water Court
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 12
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 540 258 203 355 345 0 0 1416 145
Future Volume (vph)0 0 0 540 258 203 355 345 0 0 1416 145
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)50%
Turn Type Perm NA Perm D.P+P NA NA
Protected Phases 4 1 1 2 2
Permitted Phases 4 4 2
Detector Phase 4 4 4 1 1 2 2
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 5.0 10.0
Minimum Split (s)37.0 37.0 37.0 12.0 29.0
Total Split (s)31.0 31.0 31.0 34.0 49.0
Total Split (%)27.2%27.2%27.2%29.8%43.0%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None None None None Max
Act Effct Green (s)23.2 23.2 23.2 65.7 72.7 44.4
Actuated g/C Ratio 0.21 0.21 0.21 0.60 0.66 0.40
v/c Ratio 0.80 0.76 0.41 0.86 0.15 0.77
Control Delay 60.4 49.3 8.0 55.1 7.6 32.1
Queue Delay 16.5 6.3 0.0 0.0 0.0 0.4
Total Delay 76.9 55.6 8.0 55.1 7.6 32.5
LOS E E A E A C
Approach Delay 51.7 31.7 32.5
Approach LOS D C C
Intersection Summary
Cycle Length: 114
Actuated Cycle Length: 109.9
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 38.2 Intersection LOS: D
Intersection Capacity Utilization 97.2%ICU Level of Service F
Analysis Period (min) 15
Timings
12: Kimball Ave/Kimball Avenue & SH 114 WBFR 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 13
Splits and Phases: 12: Kimball Ave/Kimball Avenue & SH 114 WBFR
Lane Group Ø5 Ø6 Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 5 6 8
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)52.0 31.0 31.0
Total Split (%)46%27%27%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 14
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)134 635 387 0 0 0 0 281 320 823 1137 0
Future Volume (vph)134 635 387 0 0 0 0 281 320 823 1137 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100%
Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2%
Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%)0%0%0%0%
Shared Lane Traffic (%)10%
Turn Type Perm NA Perm NA Perm D.P+P NA
Protected Phases 8 6 5 5 6
Permitted Phases 8 8 6 6
Detector Phase 8 8 8 6 6 5 5 6
Switch Phase
Minimum Initial (s)5.0 5.0 5.0 10.0 10.0 5.0
Minimum Split (s)37.0 37.0 37.0 29.0 29.0 12.0
Total Split (s)31.0 31.0 31.0 31.0 31.0 52.0
Total Split (%)27.2%27.2%27.2%27.2%27.2%45.6%
Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 7.0 7.0 7.0 7.0 7.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize?Yes Yes Yes
Recall Mode None None None Max Max None
Act Effct Green (s)23.2 23.2 23.2 24.1 24.1 65.7 72.7
Actuated g/C Ratio 0.21 0.21 0.21 0.22 0.22 0.60 0.66
v/c Ratio 0.36 0.91 0.83 0.25 0.67 0.91 0.49
Control Delay 41.5 60.8 39.1 37.2 26.1 41.5 8.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 43.1 0.5
Total Delay 41.5 60.8 39.1 37.2 26.1 84.6 9.3
LOS D E D D C F A
Approach Delay 51.5 31.3 40.9
Approach LOS D C D
Intersection Summary
Cycle Length: 114
Actuated Cycle Length: 109.9
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 42.7 Intersection LOS: D
Intersection Capacity Utilization 97.2%ICU Level of Service F
Analysis Period (min) 15
Timings
13: Kimball Ave & SH 114 EBFR 06/14/2020
10:00 am Baseline Synchro 10 Report
Page 15
Splits and Phases: 13: Kimball Ave & SH 114 EBFR
Lane Group Ø1 Ø2 Ø4
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#/hr)
Parking (#/hr)
Mid-Block Traffic (%)
Shared Lane Traffic (%)
Turn Type
Protected Phases 1 2 4
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)5.0 10.0 5.0
Minimum Split (s)12.0 29.0 37.0
Total Split (s)34.0 49.0 31.0
Total Split (%)30%43%27%
Yellow Time (s)4.5 4.5 4.5
All-Red Time (s)2.5 2.5 2.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Recall Mode None Max None
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Intersection Summary
