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Item 6A - TIA - Southlake Office PlazaSouthlake Office Plaza
Southlake, Texas
Traffic Engineering Study
SAVANT 0 GROUP
2435 N. Central Expressway, Suite 750
Richardson, TX 75080
214.468.8200
TBPE Firm Registration # 10286
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JaSHUA D. SMITH J
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7/7/2014
Engineer -in -Charge:
Josh Smith P.E., PTOE
Under contract with:
Pacheco Koch
TABLE OF CONTENTS
Introduction.................................................................................................................................... 1
Data Collection & Existing Conditions............................................................................................ 2
TrafficCounts & Signal Timings.................................................................................................................2
SiteVisit....................................................................................................................................................
3
CarillonDevelopment...............................................................................................................................3
Projected Infrastructure Improvements...................................................................................................4
Projected Background Growth and Site Traffic.............................................................................. 5
Projected Background Growth..................................................................................................................5
TripGeneration.........................................................................................................................................5
Trip Distribution and Assignment.............................................................................................................6
TrafficAnalysis..............................................................................................................................
10
2014 Existing Traffic................................................................................................................................10
2020 Background Traffic.........................................................................................................................12
2020 Build -Out Traffic.............................................................................................................................15
2025 Horizon -Year Traffic.......................................................................................................................17
DrivewayAnalysis.........................................................................................................................
19
DrivewaySpacing....................................................................................................................................19
AuxiliaryLane Analysis............................................................................................................................19
Conclusions...................................................................................................................................
20
Southlake Office Plaza Traffic Impact Assessment Page i
LIST OF TABLES
Table1 —Trip Generation.............................................................................................................................5
Table 2 — Intersection Level of Service Thresholds.....................................................................................10
Table 3 — Existing Level of Service Analysis.................................................................................................11
Table 4 — 2020 Background Level of Service...............................................................................................14
Table 5 — 2020 Build -Out Level of Service..................................................................................................15
Table 6 — 2025 Horizon -Year Level of Service.............................................................................................17
LIST OF FIGURES
Figure1 —Site
Map.......................................................................................................................................1
Figure 2 —
Carillon Development Site Map...................................................................................................3
Figure 3 —
Catchment Area Populations.......................................................................................................
6
Figure4—Trip
Distribution...........................................................................................................................7
Figure 5 —
Project Site Traffic Volumes.........................................................................................................8
Figure 6 —
Carillon Development Traffic Volumes........................................................................................9
Figure 7 —
2014 Existing Traffic Volumes....................................................................................................11
Figure 8 —
2020 Background Traffic Volumes.............................................................................................13
Figure 9 —
2020 Build -Out Traffic Volumes.................................................................................................16
Figure 10
— 2025 Horizon -Year Traffic Volumes.........................................................................................18
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INTRODUCTION
Savant Group Inc. (SGI) was retained to complete a traffic impact analysis for the Southlake
Office Plaza (project site) — a proposed medical facility and office development. The proposed
site is located on the southwest corner of White Chapel Boulevard and the SH 114 eastbound
frontage road, north of Countryside Court. The site location is shown in Figure 1.
FIGURE 1—SITE MAP
Aerial Image Source: Google Earth
The project site is expected to contain a medical/dental office building and an office building:
the medical/dental office is expected to be sized at 51,000 square feet; the office building is
expected to be sized at 29,000 square feet. Site planning for the office building is still
preliminary and multiple options are under consideration, but 29,000 square feet of office
space for the later phase represents the most conservative assumption in terms of the site's
ultimate trip generation. The site will be accessed by two driveways, with one coming from
Countryside Court and the other from the SH 114 eastbound frontage road. The proposed site
plan is shown in Appendix A. For purposes of this study, the site is expected to be fully built
out by the year 2020. Per TxDOT requirements, analysis for a horizon year of 2025 will also be
considered as part of this study.
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In addition to the project site, a large background development, Carillon, as well as various
infrastructure improvements along White Chapel Boulevard, were included in this study. The
Carillon development was included as fully built -out in the year 2020 analysis, while the
roadway improvements were assumed to also be complete for the 2025 horizon -year analysis.
This report is divided into five main sections which describe the steps taken to complete this
traffic impact assessment:
❖ Data Collection & Existing Conditions: explains the method for obtaining traffic counts,
signal timings, and existing roadway characteristics. This section also describes the
Carillon development and expected roadway improvements in detail.
❖ Projected Background Growth: explains the process for estimating background traffic for
future -year analyses, and includes the trip generation, distribution, and assignment
methodology.
❖ Traffic Analysis: includes the traffic analysis done for each scenario for the AM and PM
peak hours.
❖ Driveway Analysis: describes the steps taken in determining whether the site meets the
requirements of the City of Southlake and TxDOT, and determining which improvements
would be needed to meet those requirements.
❖ Conclusions: provides a summary of analysis results and makes final recommendations.
DATA COLLECTION & EXISTING CONDITIONS
TRAFFIC COUNTS & SIGNAL TIMINGS
Based on the location of the site, it was determined to study the following intersections that
provide access or are adjacent to the proposed development:
❖ Kirkwood Blvd. at White Chapel Blvd. (unsignalized)
❖ SH 114 Frontage Roads at White Chapel Blvd. (signalized diamond interchange)
❖ Countryside Court at White Chapel Blvd. (unsignalized)
❖ Highland St. at White Chapel Blvd. (unsignalized)
CJ Hensch & Associates, Inc. was contracted to collect turning movement counts at the listed
intersections. Turning movement counts were collected on Thursday, May 29, 2014 and June 3,
2014 and were aggregated into 15-minute counts for the AM and PM peak periods: the AM
peak period was from 7:00-9:00 AM; the PM peak period was from 4:00-6:00 PM. All of the
counts collected are shown in Appendix B.
Signal timing data for the intersection of the SH 114 Frontage Roads with White Chapel
Boulevard was obtained from TxDOT.
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SITE VISIT
A site visit was done during part of the PM peak period on Wednesday, June 4, 2014. The
existing roadway geometry was observed to verify satellite images of the area, and the traffic
signal operation and traffic patterns around the site were observed. During the site visit, a
considerable queue was noticed along southbound White Chapel Boulevard, stretching from
the four-way stop intersection with Highland Street to the SH 114 interchange; most of these
vehicles were coming from the SH 114 westbound frontage road.
CARILLON DEVELOPMENT
Also incorporated into this study was the Carillon development, which is currently partially
built, but is also expected to grow over the next few years; for purposes of this study, the
Carillon development is expected to be fully built -out by 2020. The Carillon development is
located north of the White Chapel/SH 114 interchange, and spans between White Chapel
Boulevard and Carroll Avenue. The full Carillon development site — including unbuilt portions
— is shown in Figure 2.
FIGURE 2 — CARILLON DEVELOPMENT SITE MAP
Aerial Image Source: Google Earth
Currently, the Carillon development includes a children's medical center (according to the
Carillon Development TIA, this medical center is 69,500 square feet), and around 24
townhomes and 90 single family homes; the development is expected to include additional
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townhomes and single family homes, as well as shopping, office, and hotel land uses. A more
detailed description of the sizes of each projected land use can be found in the trip generation
section of this report. The already constructed portions of the development were not included
in the analysis for this project, as it is presumed that those trips generated are already part of
the existing traffic condition.
PROJECTED INFRASTRUCTURE IMPROVEMENTS
Improvements are expected to be made along White Chapel Boulevard to improve traffic
operations between SH 114 and Highland Street. While these improvements may be
completed by the 2020 design year, the City requested a "worst -case" analysis assuming full
build -out of all known developments and a deferral of the roadway improvements until a later
date. Therefore, the improvements are only included in the 2025 horizon year analysis. The
improvements expected are listed below:
❖ A two-lane roundabout is expected to be built at the intersection of Highland Street and
White Chapel Boulevard. All approaches would feed into this roundabout, with the
exception of a channelized right turn at eastbound Highland Street.
❖ White Chapel Boulevard is expected to be widened to four lanes from SH 114 through
Highland Street.
❖ The left turn movement at eastbound Countryside Court is expected to be removed.
Instead, left -turning traffic would turn right onto southbound White Chapel Boulevard
and make a U-turn between Countryside Court and Highland Street.
According to the Mobility & Master Thoroughfare Plan, part of the Southlake 2025 Plan by the
City of Southlake, the following roadway improvements are expected within the study area:
❖ White Chapel Boulevard will be expanded to a four -lane divided arterial between
Southlake Boulevard and Dove Street
❖ Highland Street will be expanded to a three -lane undivided arterial east of White Chapel
Boulevard
❖ Kirkwood Boulevard will be extended as a four -lane divided arterial west of its
intersection with White Chapel Boulevard, roughly paralleling SH 114 on the north side.
Kirkwood Boulevard will also be extended farther east to connect with East Highland
Street, providing an additional outlet for Carillon development traffic that does not yet
exist today.
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PROJECTED BACKGROUND GROWTH AND SITE TRAFFIC
PROJECTED BACKGROUND GROWTH
To account for expected background growth in the analysis years 2020 and 2025, TxDOT AADT
counts were obtained from TxDOT's online statewide planning maps for points near the study
area. Estimated growth was then applied to each collected turning movement count. Special
consideration was made for turning movement counts north of the White Chapel/SH 114
interchange, as currently empty land in that area can be expected to develop between now and
2020. The following growth rates were assumed for this study:
❖ 4%: applied to counts north of the White Chapel/SH 114 interchange yearly until 2020
❖ 2%: applied to counts south of the White Chapel/SH 114 interchange yearly until 2020,
and applied to all counts yearly from 2020 to 2025
TRIP GENERATION
Generating traffic for proposed developments is typically based on information in the TriE
Generation, 91h Edition, 2012 and the Trip Generation Handbook, 2nd Edition, 2004, developed
by the Institute of Transportation Engineers (ITE). The rates and equations in these reports
were applied to the development to determine the anticipated trips generated from the
development where applicable.
Table 1 shows the AM and PM peak period trips projected for the project site and the Carillon
development; the trip generation analysis can be found in Appendix C.
TABLE 1 —TRIP GENERATION
Site
Land Use (ITE code in
parentheses)
Size
AM Peak Trips
PM Peak Trips
In
Out
In
Out
Medical/Dental Office (720)
51k sq. ft.
96
26
45
114
Project Site
Office (710) (Future Expansion)
29k sq. ft.
62
9
19
92
Total
158
35
64
206
Shopping Center (820)
326k sq. ft.
199
122
635
687
Office (710)
278k sq. ft.
382
52
66
324
Hotel (310)
200 rooms
63
43
61
59
Carillon
Townhomes (230)
24 units
3
13
13
6
Development
Single Family Homes (210)
90 units
18
55
60
36
Total Residential
21
68
73
42
Total Commercial
644
217
762
1,070
Total
665
285
835
1,112
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The intensity of various land uses for the Carillon Development was taken from the traffic study
the City of Southlake provided for the development, dated May 19, 2008, and an addendum to
the study dated March 19, 2010. Trip generation rates were updated using the 91h Edition of
Trip Generation. Table 1 assumes that 75% of the residential land use represented in the
Carillon development traffic study has already been built and occupied.
TRIP DISTRIBUTION AND ASSIGNMENT
Trips beginning and ending within both the project site and the Carillon development were
assumed to come from four areas:
❖ White Chapel Boulevard, north of Kirkwood Boulevard
❖ White Chapel Boulevard, south of Highland Street
❖ SH 114, west of White Chapel Boulevard
❖ SH 114, east of White Chapel Boulevard
The potential catchment area for both sites was assumed to be within eight miles of the project
site in any direction, with the exception of the area north of Grapevine Lake. This catchment
area was divided into four parts, relative to the estimated catchment area for each access point
to the sites. U.S. Census Tracts were then used to estimate the population of each catchment
area. A map of the catchment areas with each area's population is shown in Figure 3.
FIGURE 3 - CATCHMENT AREA POPULATIONS
rr ! fY
40,633
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The trip distribution used in this study was applied to both the project site and the expected
new trips to/from the Carillon development. The share of trips at each access point of the study
area is proportional to the population of each respective catchment area. The trip distribution
for this study is shown in Figure 4.
FIGURE 4—TRIP DISTRIBUTION
Aerial Image Source: Google Earth
There was generally only one practical route between the site and each external point on the
study network. Trips which had the option of using either the SH 114 eastbound frontage road
or Countryside Court were distributed mostly toward using the frontage road.
At the Carillon development, trip assignment was different for residential and commercial
developments. For residential developments, trips were distributed mostly via Southmont
Drive, near the Children's Medical Center; commercial developments were assumed to be
located along White Chapel Boulevard toward the west end of the development — those trips
were distributed mostly via White Chapel Boulevard.
The assigned traffic volumes generated by the project site and the Carillon Development can be
found in Figure 5 and Figure 6.
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�NSP04 "I". ING-N Ef I$ l I L I N a EI'=
FIGURE 5 — PROJECT SITE TRAFFIC VOLUMES
1
a
m
A
t
d
"rkwood Blvd
r�
0 (0)
TI
I�
0 (0FS
AM Wh PM
2
a
m
o
d
I� SH
114 WB FIR
0 (0)
�
4—
0 (0)
Ll—
64 (26)
AM Wh PM
3
a
m
o
SH 114 EB
1 (5)
FIR
13 (80)
—�
4—
5 (47)
AM Wh (PM Kph)
4
a
m
A
t
Countryside Crt W
10 (40)
AM Wh (PM Kph)
5
a
m
o
t o
d
Highland
St
0 (0)
0 (0)
0 (0)
F—
0 (0)
0 (0)
0 (0)
AM yph PM h
Aerial Image Source: Google Earth
Southlake Office Plaza Traffic Impact Assessment
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k i a r i VN ING-N Ef I$ S I L I N of I"
FIGURE 6 — CARILLON DEVELOPMENT TRAFFIC VOLUMES
1
a
m
A _
t
d
Kirkwood Blvd
r�
3 (9)
TI
I�
83 (241)
AM Wh PM
2
a
m � o
d
I� SH
114 WB FIR
67 (84)
24 (117)
0 (0)
so
AM Wh PM
3
a
iF m
m
SH114EBFIR
98 (123)
0 (0)
AM Wh (PM Kph)
4
a
m
A
t
Countryside Crt W
0 (0)
AM Wh (PM Kph)
5
a
m
o
t o
d
Highland
St
0 (0)
—7/ r�
0 (0)
0 (0)
F—
0 (0)
0 (0)
0 (0)
AM yph PM h
Aerial Image Source: Google Earth
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TRAFFIC ANALYSIS
Traffic was analyzed at each intersection of the study area for the AM and PM peak hours. The
following scenarios were analyzed:
❖ 2014 Existing Traffic
❖ 2020 Background Traffic: includes projected background growth and Carillon
background development traffic, without the Southlake Office Plaza site
❖ 2020 Build -Out Traffic: includes projected background traffic plus full site traffic for the
Southlake Office Plaza site
❖ 2025 Horizon -Year Traffic: includes projected background traffic and full site traffic. This
scenario also incorporated expected infrastructure improvements along White Chapel
Boulevard
Analysis of each existing and future scenario for AM and PM peak hours was done using
Synchro'" version 8 to perform a capacity analysis at each intersection. The capacity analysis
functions are based on the Transportation Research Board's Highway Capacity Manual (HCM),
2000. The HCM is a nationally recognized standard for performing capacity analyses. The
reports generated from each Syncrho model used are shown in Appendix D.
Capacity analyses are evaluated based on a level of service that ranges from A (excellent) to F
(poor). Levels of service A through D are generally considered acceptable and levels of service E
and F are considered unacceptable. The level of service thresholds in the Highway Capacity
Manual for signalized intersections and stop -controlled intersections are shown in Table 2.
TABLE 2 — INTERSECTION LEVEL OF SERVICE THRESHOLDS
LOS
Control Delay Per Vehicle (seconds)
Signalized Intersection
< 10
>10 and <_20
Stop -Controlled
Intersection
<_ 10
A
B
>10 and <_15
C
>20 and <_35
>15 and <_25
D
>35 and <_55
>25 and <_35
E
>55 and <_80
>35 and <_50
F
>80
>50
2014 EXISTING TRAFFIC
The existing traffic scenario used collected traffic counts without any applied growth, and did
not consider the project site or any projected development at the Carillon development. The
traffic volumes for the scenario are shown in Figure 7. The AM and PM level of service analysis
at each intersection is shown in Table 3.
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FIGURE 7 — 2014 EXISTING TRAFFIC VOLUMES
1
a
m
d
\1
Kirkwood Blvd
9 (9)
m`I
I�
42 (24)
AM Wh PM h
2
a
m o
� m
t
d
u
SH 114 WB FIR
71—
161 (286)
F—
40 (812)
306 (607)
AM Kph (PM Kph)
3
a
o >
m m
ry t
SH 114 EB FIR W
20 (6)
_ 77
29 (42)
—11
107 (146)
m`I
I�
AM Wh (PM Wh
4
a
m
Countryside Crt W
1 (17)
4 (13)
r
AM Wh PM Whi
5
a
m
Highland St
1 94(69)
� 23 (10)
126 (45)
—j
14 (19)
151 (55)
mm``II
38 (84)
Y
AM Wh PM h
Aerial Image Source: Google Earth
Southlake Office Plaza Traffic Impact Assessment
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TABLE 3 — EXISTING LEVEL OF SERVICE ANALYSIS
Intersection
Control
Type
Approach
LOS
AM Peak Hour
PM Peak Hour
Approach
Overall
Approach
Overall
Kirkwood Blvd
at White
Chapel Blvd
Side Street
Stop
NB
A
A
SB
*
*
WB
C
B
SH 114 WB FIR
at White
Chapel Blvd
Traffic
Signal
NB
B
B
B
E
SB
B
B
WB
B
F
SH 114 EB FIR at
White Chapel
Blvd
Traffic Signal
NB
A
A
B
B
SB
B
B
EB
A
A
Countryside Ct
at White
Chapel Blvd
Side Street
Stop
NB
A
A
SB
*
*
EB
B
C
Highland St at
White Chapel
Blvd
Four -Way
StopEB
NB
F
F
D
F
SB
F
F
C
B
WB
B
B
*Approach does not have any traffic control and is assumed to operate without delay.
Most intersections during both peak hours operated at a level of service of B or better. The
intersection at Highland Street performed at LOS F for both peak hours due to heavy traffic in
the northbound and southbound directions. The westbound approach at the SH 114 westbound
frontage road operated at LOS E due to heavy left -turning traffic at the westbound approach.
To improve conditions at the study intersections, the following changes are suggested:
❖ The PM signal timing should be optimized at the SH 114 interchange to provide more
time to the EB/WB ramps; this would result in an overall LOS C and no worse than LOS D
for any movement.
❖ At Highland Street, a temporary two-phase traffic signal would improve LOS to B in the
AM peak and LOS A in the PM peak.
2020 BACKGROUND TRAFFIC
The 2020 background traffic scenario includes background growth applied to existing traffic
counts, and adds traffic from the full build -out of the Carillon development. The traffic volumes
for the scenario are shown in Figure 8. The AM and PM level of service analysis at each
intersection is shown in Table 4.
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FIGURE 8 — 2020 BACKGROUND TRAFFIC VOLUMES
1
a
m
A
t
d
Kirkwood Blvd
r� 12 (18)
TI
I�
125 (265)
AM Wh PM
2
a
GO
o
d
I�
SH 114 WB FIR
< 228 (370)
4
64 (929)
306 (607)
AM Wh PM
3
a
m m
M
SH 114 EB FIR
118 (929)
29 (42)
—�
107 (146)
AM Wh (PM Kph)
4
a
m
A
t
Countryside Crt W
1 (17)
_ 77
4 (13)
AM Wh (PM Kph)
5
a
m
A
t
d
Highland St
194 (69)
—7/ r� 23 (10)
126 (45)
F—
14 (19)
151 (55)
38 (84)
r
AM yph PM h
Aerial Image Source: Google Earth
Southlake Office Plaza Traffic Impact Assessment
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TABLE 4 — 2020 BACKGROUND LEVEL OF SERVICE
Intersection
Control
Type
Approach
LOS
AM Peak Hour
PM Peak Hour
Approach
Overall
Approach
Overall
Kirkwood Blvd
at White
Chapel Blvd
Side Street
Stop
NB
A
B
SB
*
*
WB
D
E
SH 114 WB FIR
at White
Chapel Blvd
Traffic
Signal
NB
B
B
B
F
SB
B
C
WB
B
F
SH 114 EB FIR at
White Chapel
Blvd
Traffic Signal
NB
B
C
B
C
SB
D
D
EB
B
B
Countryside Ct
at White
Chapel Blvd
Side Street
Stop
NB
A
A
SB
*
*
EB
C
F
Highland St at
White Chapel
Blvd
Four -Way
Sto p
NB
F
F
F
F
SB
F
F
EB
C
B
WB
B
B
*Approach does not have any traffic control and is assumed to operate without delay.
With background growth but no new improvements, level of service deteriorates at several
locations when compared to the existing scenario. At Kirkwood Boulevard, the westbound
approach operates at LOS D during the AM peak and LOS E during the PM peak. The SH 114
westbound frontage road faces extreme congestion at its westbound approach. At the SH 114
eastbound frontage road, the southbound left turn movement operates at LOS F for both peak
hours. Left turns from Countryside Court also operate at LOS F during the PM peak. Lastly, LOS
at Highland Street remains at F for both peak hours.
To improve these conditions, the following improvements are suggested:
❖ At Kirkwood Boulevard, installing a traffic signal would improve conditions to LOS A in
the AM peak and LOS B in the PM peak without any widening. Widening White Chapel
to five lanes, based on preliminary analysis, would not improve LOS with the westbound
side street stop. This improvement would be borne by the Carillon retail/office
developer.
❖ At the SH 114 westbound frontage road, adding an extra lane on the westbound
approach and converting the phasing to a four -phase diamond operation would improve
LOS to D in the PM peak, with all movements operating no worse than LOS D. The four -
phase diamond phasing would also improve the eastbound frontage road LOS to C
during the PM peak.
Southlake Office Plaza Traffic Impact Assessment Page 14
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❖ At Countryside Court, the eastbound left turn movement volume is low and under
capacity, so an improvement is not warranted.
❖ At Highland Street, the recommended temporary traffic signal would keep LOS at B for
AM and PM peaks.
2020 BUILD -OUT TRAFFIC
The 2020 build -out scenario includes background growth applied to existing traffic counts, as
well as full build -out of both the project site and the Carillon development. The traffic volumes
for the scenario are shown in Figure 9. The AM and PM level of service analysis at each
intersection is shown in Table 5.
TABLE 5 — 2020 BUILD -OUT LEVEL OF SERVICE
Intersection
Control
Type
Approach
LOS
AM Peak Hour
PM Peak Hour
Approach
Overall
Approach
Overall
Kirkwood Blvd
at White
Chapel Blvd
Side Street
Stop
NB
A
B
SB
*
*
WB
D
E
SH 114 WB FR
at White
Chapel Blvd
Traffic
Signal
NB
B
B
B
F
SB
B
C
WB
C
F
SH 114 EB FR at
White Chapel
Blvd
Traffic Signal
NB
B
C
B
C
SB
D
D
EB
B
B
Countryside Ct
at White
Chapel Blvd
Side Street
Stop
NB
A
B
SB
*
*
EB
D
F
Highland St at
White Chapel
Blvd
Four -Way
StopEB
NB
F
F
F
F
SB
F
F
C
B
WB
B
B
*Approach does not have any traffic control and is assumed to operate without delay.
Compared with the 2020 background traffic scenario, there are few significant changes to LOS
in the 2020 build -out scenario. The exception occurs at Countryside Court, where eastbound
left -turning traffic is more significant with the addition of the project site, and causes a
significant increase in delay for that movement. As such, construction of a temporary median
wide enough to accommodate two -stage left turns should be considered.
The City will ultimately provide a "hooded" left turn lane to restrict left turns out of Countryside
Court as part of the White Chapel Blvd widening. Traffic exiting the Southlake Office Plaza via
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FIGURE 9 — 2020 BUILD -OUT TRAFFIC VOLUMES
1
a
m
A
t
d
\1
Kirkwood Blvd
12 (18)
m`I
I�
125 (265)
AM Wh PM Whi
2
a
o
d
I�
SH 114 WB FIR
71— 228 (370)
4—
� 64 (929)
370 (633)
AM Wh PM
3
a
m m
M
SH 114 EB FIR
142 (122)
42 (122)
—�
112 (193)
"
AM Wh (PM Kph)
4
a
m
A
t
Countryside Crt W
3 (23)
_ ;;7
14 (53)
AM Wh (PM Kph)
5
a
m
A
t
d
J \1
Highland St
1 94(69)
—7/ r� 23 (10)
126 (45)
�—
14 (19)
151 (55)
38 (84)
AM yph PM h
Aerial Image Source: Google Earth
Southlake Office Plaza Traffic Impact Assessment
Page 16
SAVANT QC) G P,OUP
the left turn would have to make a right turn followed by a U-turn, reducing the delay incurred
by making a direct left turn. However, U-turns will not be geometrically feasible for most
vehicles until White Chapel Blvd. is widened from 2 to 5 lanes. Constructing a temporary
median refuge area so that left turning vehicles may select gaps in southbound traffic, stop in
the median, and then select gaps in northbound traffic would improve conditions to LOS E for
the eastbound left turn movement during interim conditions.
The Highland St at White Chapel Blvd intersection could continue to operate with temporary
two-phase signal control under this scenario, with a resulting LOS B during both peak hours.
Alternatively, construction of the planned two-lane roundabout would result in LOS A
conditions during both peak hours, as per SIDRA software models that were used to analyze the
future roundabout. The results of the roundabout analysis can be found in Appendix E.
2025 HORIZON -YEAR TRAFFIC
The 2025 horizon -year traffic scenario includes full build -out for all developments, background
growth of the traffic counts, and expected infrastructure improvements along White Chapel
Boulevard. The traffic volumes for the scenario are shown in Figure 10. The AM and PM level of
service analysis at each intersection is shown in Table 6.
TABLE 6 — 2025 HORIZON -YEAR LEVEL OF SERVICE
Intersection
Control
Type
Approach
LOS
AM Peak Hour
PM Peak Hour
Approach
Overall
Approach
Overall
Kirkwood Blvd
at White
Chapel Blvd
Side Street
Stop
NB
A
C
SB
*
*
WB
D
F
SH 114 WB FIR
at White
Chapel Blvd
Traffic Signal
NB
A
C
A
F
SB
D
F
WB
C
F
SH 114 EB FIR at
White Chapel
Blvd
Traffic Signal
NB
D
C
E
C
SB
A
A
EB
C
D
Countryside Ct
at White
Chapel Blvd
Side Street
Stop
NB
A
A
SB
*
*
EB
A
B
Highland St at
White Chapel
Blvd
Two -Lane
Roundabout
NB
**
E
**
E
SB
**
**
EB
**
**
WB
**
**
*Approach does not have any traffic control and is assumed to operate without delay.
"Roundabout approaches do not have any traffic control, and are not measured for level of service.
Intersection LOS is computed with Intersection Capacity Utilization
Southlake Office Plaza Traffic Impact Assessment Page 17
SAVANT 0 G P OU P
- �t1�iVN fNG�uffey 6 ni.. - -
FIGURE 10 — 2025 HORIZON -YEAR TRAFFIC VOLUMES
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123 (209)
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Countryside Crt I�
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167 (61) 42 (93)
Aerial Image Source: Google Earth
Southlake Office Plaza Traffic Impact Assessment
Page 18
snvaNTQ,() GP,ouP
The major infrastructure improvement for this scenario is the conversion of the Highland Street
intersection into a two-lane roundabout. SIDRA software was used to analyze the roundabout,
and according to that analysis the roundabout would operate at LOS A for both the AM and PM
peak hours. With two lanes, the north and southbound movements operate at around half -
capacity during both peak hours, and the conflicting east- and westbound approaches are not
estimated to carry high volumes. The results of the roundabout analysis can be found in
Appendix E.
DRIVEWAY ANALYSIS
As part of this analysis, the project site driveways were evaluated to determine whether they
meet regulations made by the City of Southlake and TxDOT. Because the majority of future
peak hour trips on Countryside Court will be related to the Southlake Office Plaza site in the
future, Countryside Court was considered as a driveway for purposes of comparison with the
City's standards.
Along the SH 114 eastbound frontage road, the project site's driveway spacing with White
Chapel Boulevard and a driveway to the west was checked. The need for
acceleration/deceleration lanes at White Chapel Boulevard at its intersection with Countryside
Court was also checked.
DRIVEWAY SPACING
TxDOT's driveway spacing criteria, as per Table 2-1 of the Access Management Manual, is 360
(edge of curb to edge of curb) based on the 45 mph speed limit on the frontage road. The same
spacing is required between driveways and adjacent cross streets as well as consecutive
driveways. Since only about 600 feet of frontage road is available between White Chapel Blvd
and the church driveway to the west of the site, the driveway spacing criteria cannot be met. A
variance must be requested from TxDOT. Information regarding any attempts to explore a
shared access agreement with the church to the west may expedite TxDOT's consideration of
the variance. Shifting the driveway to a point halfway between the existing driveway and White
Chapel Road would also improve the chances of the variance being accepted.
AUXILIARY LANE ANALYSIS
Southbound Right Turn from White Chapel Blvd. to Countryside Court: Section 5.4.a of City
Ordinance No. 634 states that right turn auxiliary lanes are required where 50 or more
veh/hour are anticipated for right turn ingress during a peak hour. Based on the AM volume of
87 veh/hr, a right turn deceleration lane will be required for the southbound right turn from
White Chapel Blvd to Countryside Court. As Countryside Court is just south of where the two
southbound lanes currently taper down to a single lane, and because ultimate widening to two
Southlake Office Plaza Traffic Impact Assessment Page 19
snvaNTQ,() GP,ouP
lanes each way south to Highland Street is programmed, the City will likely require widening to
two -full lanes south to Countryside Court plus the deceleration lane.
Northbound Left Turn from White Chapel Blvd. to Countryside Court: Section 5.4.e of City
Ordinance No. 634 states that left turn auxiliary lanes (turn bays) may be required where both
50 or more veh/hr are anticipated for left turn ingress during a peak hour and the product of
the projected left turn ingress volume and the opposing volume per lane exceeds 25,000 in any
design hour. Based on the projected 2020 AM northbound left turn volume of 79 veh/hr and
the projected 2020 southbound through volume of 643 veh/hr, the product would be 50,797 if
it is assumed that there will be one southbound lane in 2020 as in existing conditions. If two
southbound lanes are assumed by 2020, consistent with current plans for White Chapel Blvd.
widening, then the southbound volume per lane becomes 322 veh/hr and the product is
reduced to 25,438. Thus, a left turn bay may be required in either case.
The plans for the White Chapel Blvd. widening include a hooded left turn deceleration lane
approximately 100 feet long, but the City may require it to be constructed early as part of the
Southlake Office Plaza development. Capacity analysis in Synchro indicated that the planned
100 ft length of the turn bay should be sufficient to store the maximum 951" percentile queue of
39 ft which would occur during the PM peak hour in the interim condition with only one
opposing southbound lane creating fewer gaps for northbound left turning traffic than will be
the case in the ultimate condition.
Eastbound Right Turn from SH 114 Frontage Road to Site Entrance: The TxDOT Access
Management Manual specifies in Table 2-3 that deceleration lanes are required where right
turn ingress volumes are expected to be in excess of 60 veh/hr during a peak hour on roadways
with posted speeds less than or equal to 45 mph. Based on the 45 mph posted speed of the
eastbound SH 114 frontage road and the maximum AM peak hour right turn volume of 23
veh/hr to the site driveway from the eastbound SH 114 frontage road, no deceleration lane will
be required.
Northbound Right Turn from Site Entrance to Eastbound SH 114 Frontage Road: The TxDOT
Access Management Manual specifies in Table 2-3 that acceleration lanes are required where
right turn egress volumes are expected to be in excess of 200 veh/hr during a peak hour. Based
on the maximum PM peak hour right turn volume of 160 veh/hr from the site driveway to the
eastbound SH 114 frontage road, no acceleration lane will be required.
CONCLUSIONS
The proposed Southlake Office Plaza is expected to generate 193 trips during the AM peak and
270 trips during the PM peak. The Carillon development is expected to add 950 trips during the
Southlake Office Plaza Traffic Impact Assessment Page 20
snvaNTQ,() GP,ouP
AM peak and 1,947 trips during the PM peak, and is more significant than the Southlake Office
Plaza site in creating congestion within the study area. The following improvements within the
study area are suggested to be constructed by the Southlake Office Plaza developer:
❖ Construct a southbound right turn lane from White Chapel Boulevard onto Countryside
Court. Due to the relatively short distance between Countryside Court and the SH 114
eastbound frontage road (approximately 300') the length of the right turn lane should
extend the entire distance of the link.
❖ Construct a 100' northbound left turn lane with 50' taper from White Chapel Boulevard
to westbound Countryside Court. The design should match the current plans for this
lane in the City's project for widening White Chapel Blvd.
❖ In lieu of constructing the above -mentioned northbound left turn lane as a "hooded"
left turn lane in the interim condition prior to White Chapel Blvd. widening to five lanes,
provide a temporary refuge area with two-way center left turn lane striping in the
median just north of the intersection with Countryside Court. The refuge area should be
at least 10 ft wide for a distance of at least 100 ft north of the intersection to allow for
staging of two -stage left turns from Countryside Court.
It is also noted that a variance will be required from TxDOT to construct the Southlake Office
Plaza driveway along the SH 114 eastbound frontage road.
The following improvements in the study area are suggested for implementation by the City or
other developers:
❖ Install a two-phase traffic signal at the intersection of White Chapel Boulevard and
Highland Street. This would greatly improve level of service for north/southbound
traffic at this intersection until the planned two-lane roundabout can be constructed.
❖ Add a lane to the westbound approach of the intersection of White Chapel Boulevard
and the SH 114 westbound frontage road, and change that intersection's phasing to a
four -phase diamond. This would especially improve performance of the westbound left -
turn movement at that intersection.
❖ Install a traffic signal at the intersection of Kirkwood Boulevard and White Chapel
Boulevard. This would decrease delay for side -street traffic at the intersection, which is
expected to grow as the Carillon development builds out. This improvement will be
more practical if — according to Southlake's master thoroughfare plan — Kirkwood
Boulevard is expanded to a four -lane divided arterial that continues westward from the
intersection.
Southlake Office Plaza Traffic Impact Assessment Page 21
SAVANT GPouP
Appendix A: Site Plan
White Chapel Boulevard Traffic Impact Assessment
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Appendix 6: Traffic Count Data
White Chapel Boulevard Traffic Impact Assessment
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Appendix C: Trip Generation Worksheets
White Chapel Boulevard Traffic Impact Assessment
Trip Generation
ITE Trip Generation, 9th Edition (2012)
Project SH 114 at White Chapel Blvd Traffic Impact Analysis
Client Cumulus Design
Site Southlake Office Plaza
Land Use Medical -Dental Office Building
Weekdays
Trips = 40.89(# units) - 214.97
AM Peak Hour: Weekday
(peak hour of adjacent street traffic)
Trips = 2.39(# units)
PM Peak Hour: Weekday
(peak hour of adjacent street traffic)
Ln(Trips) = 0.9Ln(# units) + 1.53
Project Number 205-001
Number of Units* 51
ITE Code 720
Trips
Total Percent
Number In Out
1,870 50% 50%
Trips
Total Percent
Number In Out
122 79% 21 %
Trips
Total Percent
Number In Out
159 28% 72%
Trips
Peak Hour: Saturday Total Percent
(peak hour of generator) Number In Out
Trips = 3.63(# units) 185 57% 43%
Number
In Out
935 935
Number
In Out
96 26
Number
In Out
45 114
Number
In Out
105 80
SAVANT GROUP
Trip Generation
ITE Trip Generation, 9th Edition (2012)
Project SH 114 at White Chapel Blvd Traffic Impact Analysis
Client Cumulus Design
Site Southlake Office Plaza (Future Expansion)
Land Use General Office Building
Weekdays
Ln(Trips) = 0.76Ln(# units) + 3.68
AM Peak Hour: Weekday
Ln(Trips) = 0.80Ln(# units) + 1.57
PM Peak Hour: Weekday
Trips = 1.12(# units) + 78.45
Peak Hour: Saturday
(peak hour of generator)
Ln(Trips) = 0.81Ln(# units) - 0.12
Project Number 205-001
Number of Units* 29
ITE Code 710
Trips
Total Percent
Number In Out
512 50% 50%
Number
In Out
256 256
Total Percent Number
Number In Out In Out
71 88% 12 % 62 9
Trips
Total Percent Number
Number In Out In Out
111 17% 83% 19 92
Trips
Total Percent
Number In Out
14 54% 46%
Number
In Out
8 6
SAVANT GROUP
Trip Generation
ITE Trip Generation, 9th Edition (2012)
Project SH 114 at White Chapel Blvd Traffic Impact Analysis Project Number 205-001
Client Cumulus Design
Site Carillon Background Development Number of Units* 90
Land Use Single -Family Detached Housing ITE Code 210
(25% of 360 units assumed unbuilt/unoccupied)
Weekdays
Ln(Trips) = 0.92Ln(# units) + 2.72
AM Peak Hour: Weekdays
(peak hour of adjacent street)
Trips = 0.70(# units) + 9.74
PM Peak Hour: Weekdays
(peak hour of adjacent street)
Ln(Trips) = 0.90Ln(# units) + 0.51
Peak Hour: Saturday
(peak hour of generator)
Trips = 0.89(# units) + 8.77
*units are dwelling units
Tri ps
Total
Percent
Number
Number
------------
In Out
------------------------- -
In O
------------------ut--------
953
50% 50%
477 476
Tri ps
Total
Percent
Number
Number
------------
In Out
------------------------- -
In O
------------------ut--------
73
25% 75%
18 55
Tri ps
Total
Percent
Number
Number
------------
In Out
------------------------- -
In O
------------------ut--------
96
63% 37%
60 36
Tri ps
Total
Percent
Number
Number
------------
In Out
------------------------- -
In O
------------------ut--------
89
54% 46%
48 41
7/2/14 Traffic Analysis.xlsx:210-Units
Trip Generation
ITE Trip Generation, 9th Edition (2012)
Project SH 114 at White Chapel Blvd Traffic Impact Analysis Project Number 205-001
Client Cumulus Design
Site Carillon Background Development Number of Units* 24
Land Use Residential Condominium/Townhouse ITE Code 230
(25% of 90 units assumed unbuilt/unoccupied)
Weekdays
Ln(Trips) = 0.87Ln(# units) + 2.46
AM Peak Hour: Weekdays
(peak hour of adjacent street)
Ln(Trips) = 0.80Ln(# units) + 0.26
PM Peak Hour: Weekdays
(peak hour of adjacent street)
Ln(Trips) = 0.82Ln(# units) + 0.32
Peak Hour: Saturday
(peak hour of generator)
Trips = 0.29(# units) + 42.63
*units are dwelling units
Tri ps
Total
Percent
Number
Number
------------
In Out
------------------------- -
In O
------------------ut--------
186
50% 50%
93 93
Tri ps
Total
Percent
Number
Number
------------
In Out
------------------------- -
In O
------------------ut--------
16
17% 83%
3 13
Tri ps
Total
Percent
Number
Number
------------
In Out
------------------------- -
In O
------------------ut--------
19
67% 33%
13 6
Tri ps
Total
Percent
Number
Number
------------
In Out
------------------------- -
In O
------------------ut--------
50
54% 46%
27 23
7/2/14 Traffic Analysis.xlsx:230-Units
Trip Generation
ITE Trip Generation, 9th Edition (2012)
Project SH 114 at White Chapel Blvd Traffic Impact Analysis Project Number 205-001
Client Cumulus Design
Site Carillon Background Development Number of Units* 200
Land Use Hotel ITE Code 310
Weekdays
Trips = 8.95 (# units) - 373.16
AM Peak Hour: Weekdays
(peak hour of adjacent street)
Trips = .53(# units)
PM Peak Hour: Weekdays
(peak hour of adjacent street)
Trips = 0.6(# units)
(Average Rate)
Peak Hour: Saturday
(peak hour of generator)
Trips = 0.69(# units) + 4.32
*units are number of rooms
Updated MK 1/30/13
Total
Number
1,417
Total
Number
Trips
Percent
Number
In Out
In Out
50% 50%
709 709
_ Trips
Percent
Number
In Out
In Out
59% 41%
63 43
Tri ps
Total
Number
Percent
In Out
Number
In Out
120
51% 49%
61 59
Tri ps
Total
Number
Percent
In Out
Number
In Out
142
56% 44%
80 62
SAVANT' GROUP
Trip Generation
ITE Trip Generation, 9th Edition (2012)
Project SH 114 at White Chapel Blvd Traffic Impact Analysis Project Number 205-001
Client Cumulus Design
Site Carillon Background Development Number of Units* 278
Land Use General Office Building ITE Code 710
Trips
Weekdays Total Percent Number
Number In Out In Out
Ln(Trips) = 0.76Ln(# units) + 3.68 2,855 50% 50% 1428 1427
AM Peak Hour: Weekday Total Percent Number
Number In Out In Out
Ln(Trips) = 0.80Ln(# units) + 1.57 434 88% 12% 382 52
PM Peak Hour: Weekday
Trips = 1.12(# units) + 78.45
Peak Hour: Saturday
(peak hour of generator)
Ln(Trips) = 0.81Ln(# units) - 0.12
Trips
Total Percent Number
Number In Out In Out
390 17 % 83 % 66 324
Trips
Total Percent
Number In Out
85 54% 46%
Number
In Out
46 39
SAVANT GROUP
Project
Client
Site
Land Use
Weekdays
Trip Generation
ITE Trip Generation, 9th Edition (2012)
SH 114 at White Chapel Blvd Traffic Impact Analysis Project Number 205-001
Cumulus Design
Carillon Background Development
Shopping Center
Ln(Trips) = 0.65Ln(# units) + 5.83
AM Peak Hour: Weekdays
Ln(Trips) = 0.61Ln(# units) + 2.24
PM Peak Hour: Weekdays
Ln(Trips) = 0.67Ln(# units) + 3.31
Number of Units* 326
ITE Code 820
Trips
Total Percent Number
Number In Out In Out
14,640 50% 50% 7320 7320
J
Trips
Total Percent Number
Number In Out In Out
321 62% 38% 199 122
4
Trips
Total Percent Number
Number In Out In Out
1,322 48% 52% 635 687
Peak Hour: Saturday Total
(peak hour of generator) Number
Ln(Trips) = 0.65Ln(# units) + 3.78 1,885
*Trips are per thousand square feet gross leasable area
IIIlib
Percent Number
In Out In Out
52% 48% 1 980 905
SAVANT GROUP
SAVANT GPouP
Appendix D: Synchro Reports
White Chapel Boulevard Traffic Impact Assessment
Lanes, Volumes, Timings
Southlake Office Plaza Existing AM.syn
1: White Chapel Blvd & E Kirkwood Blvd
7/7/2014
t
II
i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
42
9
267
54
12
291
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.977
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
1820
0
0
1859
Flt Permitted
0.950
0.998
Satd. Flow (perm)
1770
1583
1820
0
0
1859
Link Speed (mph)
30
40
40
Link Distance (ft)
1241
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.76
0.76
0.76
0.76
0.76
0.76
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
55
12
351
71
16
383
Shared Lane Traffic (%)
Lane Group Flow (vph)
55
12
422
0
0
399
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 35.0% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
tt
Volume (vph)
0
0
0
242
32
127
108
184
0
0
341
15
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.91
0.91
0.95
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.928
0.994
Flt Protected
0.950
0.981
0.950
Satd. Flow (prot)
0
0
0
1610
3086
0
1770
3539
0
0
5055
0
Flt Permitted
0.950
0.981
0.482
Satd. Flow (perm)
0
0
0
1610
3086
0
898
3539
0
0
5055
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
161
10
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
519
443
Travel Time (s)
16.0
20.6
8.8
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.79
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%
Adj. Flow (vph)
0
0
0
306
41
161
137
233
0
0
432
19
Shared Lane Traffic (%)
43%
Lane Group Flow (vph)
0
0
0
174
334
0
137
233
0
0
451
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8
5
2
6
Permitted Phases
8
2
Detector Phase
8
8
5
2
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
10.0
10.0
Minimum Split (s)
30.0
30.0
12.0
24.0
24.0
Total Split (s)
25.0
25.0
15.0
35.0
35.0
Total Split (%)
33.3%
33.3%
20.0%
46.7%
46.7%
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
Lag
Lead
Lead
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
None
Min
Act Effct Green (s)
9.9
9.9
17.6
11.3
15.3
Actuated g/C Ratio
0.20
0.20
0.35
0.23
0.31
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
Min None
Synchro 8 Report
Page 3
Lanes, Volumes, Timings
Southlake Office Plaza Existing AM.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT
WBR NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.55
0.45
0.32
0.29
0.29
Control Delay
25.4
11.4
8.2
16.5
15.4
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
25.4
11.4
8.2
16.5
15.4
LOS
C
B
A
B
B
Approach Delay
16.2
13.4
15.4
Approach LOS
B
B
B
Queue Length 50th (ft)
48
22
13
28
37
Queue Length 95th (ft)
97
47
23
34
60
Internal Link Dist (ft) 978
1277
439
363
Turn Bay Length (ft)
Base Capacity (vph)
590
1234
493
2020
2890
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.29
0.27
0.28
0.12
0.16
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 49.9
Natural Cycle: 70
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.55
Intersection Signal Delay: 15.2 Intersection LOS: B
Intersection Capacity Utilization 46.2% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�2 3
}
I t02
;;3
14po
=3
�44
ass
15s
25s
�2 3
6
r2
05
=2
03
ass M15s
I Ill
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
18
26
95
0
0
0
0
269
365
200
385
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
130
130
0
0
Storage Lanes
1
0
0
0
1
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.884
0.914
Flt Protected
0.950
0.999
0.950
Satd. Flow (prot)
1610
2994
0
0
0
0
0
4648
0
1770
3539
0
Flt Permitted
0.950
0.999
0.366
Satd. Flow (perm)
1610
2994
0
0
0
0
0
4648
0
682
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
108
415
Link Speed (mph)
45
45
40
40
Link Distance (ft)
346
1069
247
519
Travel Time (s)
5.2
16.2
4.2
8.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
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%
Adj. Flow (vph)
20
30
108
0
0
0
0
306
415
227
438
0
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
18
140
0
0
0
0
0
721
0
227
438
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4
2
1
6
Permitted Phases
4
6
Detector Phase
4
4
2
1
6
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
10.0
Minimum Split (s)
30.0
30.0
24.0
12.0
24.0
Total Split (s)
25.0
25.0
35.0
15.0
35.0
Total Split (%)
33.3%
33.3%
46.7%
20.0%
46.7%
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
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
Min
Min
Act Effct Green (s)
9.7
9.7
11.3
21.3
15.3
Actuated g/C Ratio
0.19
0.19
0.23
0.43
0.31
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
None None
Synchro 8 Report
Page 7
Lanes, Volumes, Timings
Southlake Office Plaza Existing AM.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR WBL
WBT WBR NBL NBT NBR
SBL
SBT
SBR
v/c Ratio
0.06
0.21
0.52
0.50
0.40
Control Delay
17.2
7.4
8.9
12.3
11.0
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
17.2
7.4
8.9
12.3
11.0
LOS
B
A
A
B
B
Approach Delay
8.5
8.9
11.5
Approach LOS
A
A
B
Queue Length 50th (ft)
4
3
26
26
47
Queue Length 95th (ft)
19
23
58
58
65
Internal Link Dist (ft)
266
989 167
439
Turn Bay Length (ft)
Base Capacity (vph)
590
1167
2831
491
2020
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.03
0.12
0.25
0.46
0.22
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 49.9
Natural Cycle: 70
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.55
Intersection Signal Delay: 9.9 Intersection LOS: A
Intersection Capacity Utilization 46.2% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�2 3
}
I t02
;;33
o1
=3
--*44
ass
15s
25s
�2 3
06
r2
05
r2
03
ass M15s
I Ill
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings
Southlake Office Plaza Existing AM.syn
4: White Chapel Blvd & Countryside Crt
7/7/2014
t
t
II
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
Volume (vph)
1
4
12
638
459
19
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
150
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.995
Flt Protected
0.950
0.999
Satd. Flow (prot)
1770
1583
0
1861
1853
0
Flt Permitted
0.950
0.999
Satd. Flow (perm)
1770
1583
0
1861
1853
0
Link Speed (mph)
30
40
40
Link Distance (ft)
308
1182
108
Travel Time (s)
7.0
20.1
1.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
1
4
13
665
478
20
Shared Lane Traffic (%)
Lane Group Flow (vph)
1
4
0
677
498
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 53.2% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings
Southlake Office Plaza Existing AM.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1�
Volume (vph)
172
112
134
34
12
20
27
456
60
10
341
104
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
140
0
83
0
100
0
100
0
Storage Lanes
1
0
1
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. 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
Ped Bike Factor
Frt
0.918
0.907
0.983
0.965
Flt Protected
0.950
0.950
0.950
0.950
Satd. Flow (prot)
1770
1710
0
1770
1690
0
1770
1831
0
1770
1798
0
Flt Permitted
0.950
0.950
0.950
0.950
Satd. Flow (perm)
1770
1710
0
1770
1690
0
1770
1831
0
1770
1798
0
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
1182
Travel Time (s)
9.1
23.2
5.2
20.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
195
127
152
39
14
23
31
518
68
11
388
118
Shared Lane Traffic (%)
Lane Group Flow (vph)
195
279
0
39
37
0
31
586
0
11
506
0
Sign Control
Stop
Stop
Stop
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 55.1% ICU Level of Service B
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
139
0
0
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
5085
0
0
0
0
1863
Flt Permitted
Satd. Flow (perm)
5085
0
0
0
0
1863
Link Speed (mph)
45
45
30
Link Distance (ft)
547
346
196
Travel Time (s)
8.3
5.2
4.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
151
0
0
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
151
0
0
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings
Southlake Office Plaza Existing AM.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
1
5
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
0
1863
1863
0
1863
0
Flt Permitted
Satd. Flow (perm)
0
1863
1863
0
1863
0
Link Speed (mph)
30
30
30
Link Distance (ft)
354
308
130
Travel Time (s)
8.0
7.0
3.0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
1
5
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
1
5
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings
Southlake Office Plaza Existing PM.syn
1: White Chapel Blvd & E Kirkwood Blvd
7/7/2014
t
II
i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
24
9
289
31
5
164
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.987
Flt Protected
0.950
0.999
Satd. Flow (prot)
1770
1583
1839
0
0
1861
Flt Permitted
0.950
0.999
Satd. Flow (perm)
1770
1583
1839
0
0
1861
Link Speed (mph)
30
40
40
Link Distance (ft)
1241
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.81
0.81
0.81
0.81
0.81
0.81
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
30
11
357
38
6
202
Shared Lane Traffic (%)
Lane Group Flow (vph)
30
11
395
0
0
208
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 27.1 % ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
tt
Volume (vph)
0
0
0
480
642
226
147
119
0
0
164
11
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.91
0.91
0.95
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.963
0.991
Flt Protected
0.950
0.997
0.950
Satd. Flow (prot)
0
0
0
1610
3255
0
1770
3539
0
0
5040
0
Flt Permitted
0.950
0.997
0.607
Satd. Flow (perm)
0
0
0
1610
3255
0
1131
3539
0
0
5040
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
51
14
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
519
443
Travel Time (s)
16.0
20.6
8.8
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.79
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%
Adj. Flow (vph)
0
0
0
608
813
286
186
151
0
0
208
14
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
0
0
0
547
1160
0
186
151
0
0
222
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8
5
2
6
Permitted Phases
8
2
Detector Phase
8
8
5
2
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
10.0
10.0
Minimum Split (s)
30.0
30.0
12.0
24.0
24.0
Total Split (s)
25.0
25.0
15.0
35.0
35.0
Total Split (%)
33.3%
33.3%
20.0%
46.7%
46.7%
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
Lag
Lead
Lead
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
None
Min
Act Effct Green (s)
18.1
18.1
16.5
10.6
13.9
Actuated g/C Ratio
0.31
0.31
0.28
0.18
0.24
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
Min None
Synchro 8 Report
Page 3
Lanes, Volumes, Timings
Southlake Office Plaza Existing PM.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT
WBR NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
1.11
1.12
0.49
0.24
0.19
Control Delay
99.4
91.6
14.5
25.5
17.0
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
99.4
91.6
14.5
25.5
17.0
LOS
F
F
B
C
B
Approach Delay
94.1
19.4
17.0
Approach LOS
F
B
B
Queue Length 50th (ft)
-250
-262
29
23
21
Queue Length 95th (ft)
#409
#362
50
33
33
Internal Link Dist (ft) 978
1277
439
363
Turn Bay Length (ft)
Base Capacity (vph)
493
1032
443
1687
2409
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
1.11
1.12
0.42
0.09
0.09
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 59
Natural Cycle: 70
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.12
Intersection Signal Delay: 75.4 Intersection LOS: E
Intersection Capacity Utilization 59.9% ICU Level of Service B
Analysis Period (min) 15
Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�2 �3
}
I t02
�3
o1
� 3
�44
ass
15s
25s
�2 3
06
2
05
r2
08
ass M15s
I Ills
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
5
37
130
0
0
0
0
243
211
142
486
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
130
130
0
0
Storage Lanes
1
0
0
0
1
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.884
0.930
Flt Protected
0.950
0.950
Satd. Flow (prot)
1610
2997
0
0
0
0
0
4729
0
1770
3539
0
Flt Permitted
0.950
0.451
Satd. Flow (perm)
1610
2997
0
0
0
0
0
4729
0
840
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
148
240
Link Speed (mph)
45
45
40
40
Link Distance (ft)
346
1069
247
519
Travel Time (s)
5.2
16.2
4.2
8.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
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%
Adj. Flow (vph)
6
42
148
0
0
0
0
276
240
161
552
0
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
5
191
0
0
0
0
0
516
0
161
552
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4
2
1
6
Permitted Phases
4
6
Detector Phase
4
4
2
1
6
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
10.0
Minimum Split (s)
30.0
30.0
24.0
12.0
24.0
Total Split (s)
25.0
25.0
35.0
15.0
35.0
Total Split (%)
33.3%
33.3%
46.7%
20.0%
46.7%
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
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
Min
Min
Act Effct Green (s)
18.1
18.1
10.6
23.2
13.9
Actuated g/C Ratio
0.31
0.31
0.18
0.39
0.24
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
None None
Synchro 8 Report
Page 7
Lanes, Volumes, Timings
Southlake Office Plaza Existing PM.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR WBL
WBT WBR NBL NBT
NBR SBL
SBT
SBR
v/c Ratio
0.01
0.19
0.49
0.34
0.66
Control Delay
16.5
6.1
13.6
11.8
13.0
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
16.5
6.1
13.6
11.8
13.0
LOS
B
A
B
B
B
Approach Delay
6.4
13.6
12.7
Approach LOS
A
B
B
Queue Length 50th (ft)
1
6
31
36
90
Queue Length 95th (ft)
8
28
60
m48
m104
Internal Link Dist (ft)
266
989 167
439
Turn Bay Length (ft)
Base Capacity (vph)
493
1020
2379
503
1687
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.01
0.19
0.22
0.32
0.33
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 59
Natural Cycle: 70
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.12
Intersection Signal Delay: 12.1 Intersection LOS: B
Intersection Capacity Utilization 59.9% ICU Level of Service B
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�2 3
}
I t02
r3
14po
=3
�44
ass
15s
25s
�2 3
6
r2
05
=2
03
ass M15s
I Ill
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings
Southlake Office Plaza Existing PM.syn
4: White Chapel Blvd & Countryside Crt
7/7/2014
t
t
II
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
Volume (vph)
17
13
4
440
603
8
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
150
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.998
Flt Protected
0.950
Satd. Flow (prot)
1770
1583
0
1863
1859
0
Flt Permitted
0.950
Satd. Flow (perm)
1770
1583
0
1863
1859
0
Link Speed (mph)
30
40
40
Link Distance (ft)
308
1182
108
Travel Time (s)
7.0
20.1
1.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
18
14
4
458
628
8
Shared Lane Traffic (%)
Lane Group Flow (vph)
18
14
0
462
636
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 42.2% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings
Southlake Office Plaza Existing PM.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1�
Volume (vph)
61
40
49
75
17
9
55
359
29
0
539
72
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
140
0
83
0
100
0
100
0
Storage Lanes
1
0
1
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. 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
Ped Bike Factor
Frt
0.917
0.948
0.989
0.982
Flt Protected
0.950
0.950
0.950
Satd. Flow (prot)
1770
1708
0
1770
1766
0
1770
1842
0
1863
1829
0
Flt Permitted
0.950
0.950
0.950
Satd. Flow (perm)
1770
1708
0
1770
1766
0
1770
1842
0
1863
1829
0
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
1182
Travel Time (s)
9.1
23.2
5.2
20.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
69
45
56
85
19
10
63
408
33
0
613
82
Shared Lane Traffic (%)
Lane Group Flow (vph)
69
101
0
85
29
0
62
441
0
0
694
0
Sign Control
Stop
Stop
Stop
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 56.9% ICU Level of Service B
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
172
0
0
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
5085
0
0
0
0
1863
Flt Permitted
Satd. Flow (perm)
5085
0
0
0
0
1863
Link Speed (mph)
45
45
30
Link Distance (ft)
547
346
190
Travel Time (s)
8.3
5.2
4.3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
187
0
0
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
187
0
0
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings
Southlake Office Plaza Existing PM.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
6
3
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
0
1863
1863
0
1863
0
Flt Permitted
Satd. Flow (perm)
0
1863
1863
0
1863
0
Link Speed (mph)
30
30
30
Link Distance (ft)
353
308
121
Travel Time (s)
8.0
7.0
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
7
3
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
7
3
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings
Southlake Office Plaza Existing AM w Impr.syn
1: White Chapel Blvd & E Kirkwood Blvd
7/7/2014
t
II
i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
42
9
267
54
12
291
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.977
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
1820
0
0
1859
Flt Permitted
0.950
0.998
Satd. Flow (perm)
1770
1583
1820
0
0
1859
Link Speed (mph)
30
40
40
Link Distance (ft)
1241
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.76
0.76
0.76
0.76
0.76
0.76
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
55
12
351
71
16
383
Shared Lane Traffic (%)
Lane Group Flow (vph)
55
12
422
0
0
399
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 35.0% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
tt
Volume (vph)
0
0
0
242
32
127
108
184
0
0
341
15
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.91
0.91
0.95
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.928
0.994
Flt Protected
0.950
0.981
0.950
Satd. Flow (prot)
0
0
0
1610
3086
0
1770
3539
0
0
5055
0
Flt Permitted
0.950
0.981
0.482
Satd. Flow (perm)
0
0
0
1610
3086
0
898
3539
0
0
5055
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
161
10
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
519
443
Travel Time (s)
16.0
20.6
8.8
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.79
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%
Adj. Flow (vph)
0
0
0
306
41
161
137
233
0
0
432
19
Shared Lane Traffic (%)
43%
Lane Group Flow (vph)
0
0
0
174
334
0
137
233
0
0
451
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8
5
2
6
Permitted Phases
8
2
Detector Phase
8
8
5
2
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
10.0
10.0
Minimum Split (s)
30.0
30.0
12.0
24.0
24.0
Total Split (s)
25.0
25.0
15.0
35.0
35.0
Total Split (%)
33.3%
33.3%
20.0%
46.7%
46.7%
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
Lag
Lead
Lead
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
None
Min
Act Effct Green (s)
9.9
9.9
17.6
11.3
15.3
Actuated g/C Ratio
0.20
0.20
0.35
0.23
0.31
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
Min None
Synchro 8 Report
Page 3
Lanes, Volumes, Timings
Southlake Office Plaza Existing AM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT WBR
NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.55
0.45
0.32
0.29
0.29
Control Delay
25.4
11.4
8.2
16.5
15.4
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
25.4
11.4
8.2
16.5
15.4
LOS
C
B
A
B
B
Approach Delay
16.2
13.4
15.4
Approach LOS
B
B
B
Queue Length 50th (ft)
48
22
13
28
37
Queue Length 95th (ft)
97
47
23
34
60
Internal Link Dist (ft) 978
1277
439
363
Turn Bay Length (ft)
Base Capacity (vph)
590
1234
493
2020
2890
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.29
0.27
0.28
0.12
0.16
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 49.9
Natural Cycle: 70
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.55
Intersection Signal Delay: 15.2 Intersection LOS: B
Intersection Capacity Utilization 46.2% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�2 3
}
I t02
;;3
14po
=3
�44
ass
15s
25s
�2 3
6
r2
05
=2
03
ass M15s
I Ill
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
18
26
95
0
0
0
0
269
365
200
385
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
130
130
0
0
Storage Lanes
1
0
0
0
1
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.884
0.914
Flt Protected
0.950
0.999
0.950
Satd. Flow (prot)
1610
2994
0
0
0
0
0
4648
0
1770
3539
0
Flt Permitted
0.950
0.999
0.366
Satd. Flow (perm)
1610
2994
0
0
0
0
0
4648
0
682
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
108
415
Link Speed (mph)
45
45
40
40
Link Distance (ft)
346
1069
247
519
Travel Time (s)
5.2
16.2
4.2
8.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
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%
Adj. Flow (vph)
20
30
108
0
0
0
0
306
415
227
438
0
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
18
140
0
0
0
0
0
721
0
227
438
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4
2
1
6
Permitted Phases
4
6
Detector Phase
4
4
2
1
6
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
10.0
Minimum Split (s)
30.0
30.0
24.0
12.0
24.0
Total Split (s)
25.0
25.0
35.0
15.0
35.0
Total Split (%)
33.3%
33.3%
46.7%
20.0%
46.7%
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
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
Min
Min
Act Effct Green (s)
9.7
9.7
11.3
21.3
15.3
Actuated g/C Ratio
0.19
0.19
0.23
0.43
0.31
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
None None
Synchro 8 Report
Page 7
Lanes, Volumes, Timings
Southlake Office Plaza Existing AM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR WBL
WBT WBR NBL NBT NBR
SBL
SBT
SBR
v/c Ratio
0.06
0.21
0.52
0.50
0.40
Control Delay
17.2
7.4
8.9
12.3
11.0
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
17.2
7.4
8.9
12.3
11.0
LOS
B
A
A
B
B
Approach Delay
8.5
8.9
11.5
Approach LOS
A
A
B
Queue Length 50th (ft)
4
3
26
26
47
Queue Length 95th (ft)
19
23
58
58
65
Internal Link Dist (ft)
266
989 167
439
Turn Bay Length (ft)
Base Capacity (vph)
590
1167
2831
491
2020
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.03
0.12
0.25
0.46
0.22
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 49.9
Natural Cycle: 70
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.55
Intersection Signal Delay: 9.9 Intersection LOS: A
Intersection Capacity Utilization 46.2% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�2 3
}
I t02
;;33
o1
=3
--*44
ass
15s
25s
�2 3
06
r2
05
r2
03
ass M15s
I Ill
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings
Southlake Office Plaza Existing AM w Impr.syn
4: White Chapel Blvd & Countryside Crt
7/7/2014
t
t
II
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
Volume (vph)
1
4
12
638
459
19
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
150
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.995
Flt Protected
0.950
0.999
Satd. Flow (prot)
1770
1583
0
1861
1853
0
Flt Permitted
0.950
0.999
Satd. Flow (perm)
1770
1583
0
1861
1853
0
Link Speed (mph)
30
40
40
Link Distance (ft)
308
1182
108
Travel Time (s)
7.0
20.1
1.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
1
4
13
665
478
20
Shared Lane Traffic (%)
Lane Group Flow (vph)
1
4
0
677
498
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 53.2% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn
5: White Chapel Blvd & Highland St II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1�
Volume (vph)
172
112
134
34
12
20
27
456
60
10
341
104
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
140
0
83
0
100
0
100
0
Storage Lanes
1
0
1
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. 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
Ped Bike Factor
Frt
0.918
0.907
0.983
0.965
Flt Protected
0.950
0.950
0.950
0.950
Satd. Flow (prot)
1770
1710
0
1770
1690
0
1770
1831
0
1770
1798
0
Flt Permitted
0.733
0.535
0.389
0.320
Satd. Flow (perm)
1365
1710
0
997
1690
0
725
1831
0
596
1798
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
103
23
18
42
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
1182
Travel Time (s)
9.1
23.2
5.2
20.1
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
195
127
152
39
14
23
31
518
68
11
388
118
Shared Lane Traffic (%)
Lane Group Flow (vph)
195
279
0
39
37
0
31
586
0
11
506
0
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)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Minimum Split (s)
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
Total Split (s)
22.0
22.0
22.0
22.0
38.0
38.0
38.0
38.0
Total Split (%)
36.7%
36.7%
36.7%
36.7%
63.3%
63.3%
63.3%
63.3%
Yellow Time (s)
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
All -Red Time (s)
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Lead/Lag
Lead -Lag Optimize?
Recall Mode
None
None
None
None
Min
Min
Min
Min
Act Effct Green (s)
11.5
11.5
11.5
11.5
19.5
19.5
19.5
19.5
Actuated g/C Ratio
0.29
0.29
0.29
0.29
0.49
0.49
0.49
0.49
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings
Southlake Office Plaza Existing AM w Impr.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR
WBL
WBT WBR
NBL
NBT
NBR SBL
SBT SBR
v/c Ratio
0.49
0.49
0.13
0.07
0.09
0.64
0.04
0.56
Control Delay
17.8
11.6
13.5
8.2
6.7
11.4
6.2
9.5
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
17.8
11.6
13.5
8.2
6.7
11.4
6.2
9.5
LOS
B
B
B
A
A
B
A
A
Approach Delay
14.1
11.0
11.2
9.4
Approach LOS
B
B
B
A
Queue Length 50th (ft)
31
27
6
2
3
77
1
59
Queue Length 95th (ft)
102
99
28
19
15
189
7
148
Internal Link Dist (ft)
319
942
226
1102
Turn Bay Length (ft)
140
83
100
100
Base Capacity (vph)
664
885
485
834
617
1561
507
1537
Starvation Cap Reductn
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.29
0.32
0.08
0.04
0.05
0.38
0.02
0.33
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 39.6
Natural Cycle: 45
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.64
Intersection Signal Delay: 11.5 Intersection LOS: B
Intersection Capacity Utilization 55.1 % ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 5: White Chapel Blvd & Hiahland St
02
4
38 s
22 s
6
03
38 s 122S
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
139
0
0
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
5085
0
0
0
0
1863
Flt Permitted
Satd. Flow (perm)
5085
0
0
0
0
1863
Link Speed (mph)
45
45
30
Link Distance (ft)
547
346
196
Travel Time (s)
8.3
5.2
4.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
151
0
0
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
151
0
0
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings
Southlake Office Plaza Existing AM w Impr.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
1
5
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
0
1863
1863
0
1863
0
Flt Permitted
Satd. Flow (perm)
0
1863
1863
0
1863
0
Link Speed (mph)
30
30
30
Link Distance (ft)
354
308
130
Travel Time (s)
8.0
7.0
3.0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
1
5
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
1
5
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 14
Lanes, Volumes, Timings
Southlake Office Plaza Existing PM w Impr.syn
1: White Chapel Blvd & E Kirkwood Blvd
7/7/2014
t
II
i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
24
9
289
31
5
164
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.987
Flt Protected
0.950
0.999
Satd. Flow (prot)
1770
1583
1839
0
0
1861
Flt Permitted
0.950
0.999
Satd. Flow (perm)
1770
1583
1839
0
0
1861
Link Speed (mph)
30
40
40
Link Distance (ft)
1241
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.81
0.81
0.81
0.81
0.81
0.81
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
30
11
357
38
6
202
Shared Lane Traffic (%)
Lane Group Flow (vph)
30
11
395
0
0
208
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 27.1 % ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
tt
Volume (vph)
0
0
0
480
642
226
147
119
0
0
164
11
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.91
0.91
0.95
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.963
0.991
Flt Protected
0.950
0.997
0.950
Satd. Flow (prot)
0
0
0
1610
3255
0
1770
3539
0
0
5040
0
Flt Permitted
0.950
0.997
0.607
Satd. Flow (perm)
0
0
0
1610
3255
0
1131
3539
0
0
5040
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
68
13
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
519
443
Travel Time (s)
16.0
20.6
8.8
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.79
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%
Adj. Flow (vph)
0
0
0
608
813
286
186
151
0
0
208
14
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
0
0
0
547
1160
0
186
151
0
0
222
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8
5
2
6
Permitted Phases
8
2
Detector Phase
8
8
5
2
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
10.0
10.0
Minimum Split (s)
30.0
30.0
12.0
24.0
24.0
Total Split (s)
39.0
39.0
12.0
24.0
24.0
Total Split (%)
52.0%
52.0%
16.0%
32.0%
32.0%
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
Lag
Lead
Lead
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
None
Min
Act Effct Green (s)
28.3
28.3
16.2
11.1
14.6
Actuated g/C Ratio
0.41
0.41
0.23
0.16
0.21
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
12.0 39.0
16% 52%
4.5 4.5
2.5 2.5
Lag
Yes
Min None
Synchro 8 Report
Page 3
Lanes, Volumes, Timings
Southlake Office Plaza Existing PM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT WBR
NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.83
0.85
0.60
0.27
0.21
Control Delay
31.5
24.5
21.1
29.8
22.3
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
31.5
24.5
21.1
29.8
22.3
LOS
C
C
C
C
C
Approach Delay
26.7
25.0
22.3
Approach LOS
C
C
C
Queue Length 50th (ft)
231
234
41
32
28
Queue Length 95th (ft)
302
258
44
33
41
Internal Link Dist (ft) 978
1277
439
363
Turn Bay Length (ft)
Base Capacity (vph)
753
1559
311
880
1262
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.73
0.74
0.60
0.17
0.18
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 69.3
Natural Cycle: 70
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 26.0 Intersection LOS: C
Intersection Capacity Utilization 59.9% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�2 3
}
I t02
�3
41
;;3
--W44
24s
12s
39 s
�2 3
6
�2
45
r2
!33
24s
12s1 M39
s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
5
37
130
0
0
0
0
243
211
142
486
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
130
130
0
0
Storage Lanes
1
0
0
0
1
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.884
0.930
Flt Protected
0.950
0.950
Satd. Flow (prot)
1610
2997
0
0
0
0
0
4729
0
1770
3539
0
Flt Permitted
0.950
0.451
Satd. Flow (perm)
1610
2997
0
0
0
0
0
4729
0
840
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
148
240
Link Speed (mph)
45
45
40
40
Link Distance (ft)
346
1069
247
519
Travel Time (s)
5.2
16.2
4.2
8.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
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%
Adj. Flow (vph)
6
42
148
0
0
0
0
276
240
161
552
0
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
5
191
0
0
0
0
0
516
0
161
552
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4
2
1
6
Permitted Phases
4
6
Detector Phase
4
4
2
1
6
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
10.0
Minimum Split (s)
30.0
30.0
24.0
12.0
24.0
Total Split (s)
39.0
39.0
24.0
12.0
24.0
Total Split (%)
52.0%
52.0%
32.0%
16.0%
32.0%
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
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
Min
Min
Act Effct Green (s)
28.3
28.3
11.1
23.1
14.6
Actuated g/C Ratio
0.41
0.41
0.16
0.33
0.21
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
12.0 39.0
16% 52%
4.5 4.5
2.5 2.5
Lag
Yes
None None
Synchro 8 Report
Page 7
Lanes, Volumes, Timings
Southlake Office Plaza Existing PM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR WBL
WBT WBR NBL NBT
NBR SBL
SBT
SBR
v/c Ratio
0.01
0.15
0.54
0.41
0.74
Control Delay
12.5
4.4
16.9
20.5
22.4
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
12.5
4.4
16.9
20.5
22.4
LOS
B
A
B
C
C
Approach Delay
4.6
16.9
22.0
Approach LOS
A
B
C
Queue Length 50th (ft)
1
6
43
60
118
Queue Length 95th (ft)
7
23
68
m89
154
Internal Link Dist (ft)
266
989 167
439
Turn Bay Length (ft)
Base Capacity (vph)
753
1481
1356
394
880
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.01
0.13
0.38
0.41
0.63
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 69.3
Natural Cycle: 70
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 17.7 Intersection LOS: B
Intersection Capacity Utilization 59.9% ICU Level of Service B
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�2 3
}
I t02
�3
41
� 3
�04
24s
12s
39 s
�2 3
6
�2
45
2
08
24s M12s
M39
s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings
Southlake Office Plaza Existing PM w Impr.syn
4: White Chapel Blvd & Countryside Crt
7/7/2014
t
t
II
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
Volume (vph)
17
13
4
440
603
8
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
150
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.998
Flt Protected
0.950
Satd. Flow (prot)
1770
1583
0
1863
1859
0
Flt Permitted
0.950
Satd. Flow (perm)
1770
1583
0
1863
1859
0
Link Speed (mph)
30
40
40
Link Distance (ft)
308
1182
108
Travel Time (s)
7.0
20.1
1.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
18
14
4
458
628
8
Shared Lane Traffic (%)
Lane Group Flow (vph)
18
14
0
462
636
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 42.2% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn
5: White Chapel Blvd & Highland St II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1�
Volume (vph)
61
40
49
75
17
9
55
359
29
0
539
72
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
140
0
83
0
100
0
100
0
Storage Lanes
1
0
1
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. 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
Ped Bike Factor
Frt
0.917
0.948
0.989
0.982
Flt Protected
0.950
0.950
0.950
Satd. Flow (prot)
1770
1708
0
1770
1766
0
1770
1842
0
1863
1829
0
Flt Permitted
0.738
0.692
0.314
Satd. Flow (perm)
1375
1708
0
1289
1766
0
585
1842
0
1863
1829
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
56
10
12
20
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
1182
Travel Time (s)
9.1
23.2
5.2
20.1
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
69
45
56
85
19
10
62
408
33
0
612
82
Shared Lane Traffic (%)
Lane Group Flow (vph)
69
101
0
85
29
0
62
441
0
0
694
0
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)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Minimum Split (s)
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
Total Split (s)
20.0
20.0
20.0
20.0
40.0
40.0
40.0
40.0
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)
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Lead/Lag
Lead -Lag Optimize?
Recall Mode
None
None
None
None
Min
Min
Min
Min
Act Effct Green (s)
8.4
8.4
8.4
8.4
25.4
25.4
25.4
Actuated g/C Ratio
0.22
0.22
0.22
0.22
0.66
0.66
0.66
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings
Southlake Office Plaza Existing PM w Impr.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR
WBL
WBT WBR
NBL
NBT NBR
SBL SBT SBR
v/c Ratio
0.23
0.24
0.30
0.07
0.16
0.36
0.57
Control Delay
16.3
9.8
17.6
12.0
5.6
5.5
7.7
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
16.3
9.8
17.6
12.0
5.6
5.5
7.7
LOS
B
A
B
B
A
A
A
Approach Delay
12.4
16.1
5.5
7.7
Approach LOS
B
B
A
A
Queue Length 50th (ft)
10
6
13
3
5
38
73
Queue Length 95th (ft)
44
41
53
20
20
98
187
Internal Link Dist (ft)
319
942
226
1102
Turn Bay Length (ft)
140
83
100
Base Capacity (vph)
604
782
566
782
530
1670
1659
Starvation Cap Reductn
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
Reduced v/c Ratio
0.11
0.13
0.15
0.04
0.12
0.26
0.42
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 38.4
Natural Cycle: 50
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.57
Intersection Signal Delay: 8.1 Intersection LOS: A
Intersection Capacity Utilization 56.9% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 5: White Chapel Blvd & Hiahland St
02
40s
20s
6
03
40s 120S
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
172
0
0
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
5085
0
0
0
0
1863
Flt Permitted
Satd. Flow (perm)
5085
0
0
0
0
1863
Link Speed (mph)
45
45
30
Link Distance (ft)
547
346
190
Travel Time (s)
8.3
5.2
4.3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
187
0
0
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
187
0
0
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings
Southlake Office Plaza Existing PM w Impr.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
6
3
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
0
1863
1863
0
1863
0
Flt Permitted
Satd. Flow (perm)
0
1863
1863
0
1863
0
Link Speed (mph)
30
30
30
Link Distance (ft)
353
308
121
Travel Time (s)
8.0
7.0
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
7
3
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
7
3
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 14
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background AM.syn
1: White Chapel Blvd & E Kirkwood Blvd
7/7/2014
t
II
i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
125
12
343
160
17
382
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.957
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
1783
0
0
1859
Flt Permitted
0.950
0.998
Satd. Flow (perm)
1770
1583
1783
0
0
1859
Link Speed (mph)
30
40
40
Link Distance (ft)
1241
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
136
13
373
174
18
415
Shared Lane Traffic (%)
Lane Group Flow (vph)
136
13
547
0
0
433
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 47.5% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
tt
Volume (vph)
0
0
0
273
64
228
122
612
0
0
637
37
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.91
0.91
0.95
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.907
0.992
Flt Protected
0.950
0.990
0.950
Satd. Flow (prot)
0
0
0
1610
3044
0
1770
3539
0
0
5045
0
Flt Permitted
0.950
0.990
0.356
Satd. Flow (perm)
0
0
0
1610
3044
0
663
3539
0
0
5045
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
248
13
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
519
443
Travel Time (s)
16.0
20.6
8.8
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
0
0
0
297
70
248
133
665
0
0
692
40
Shared Lane Traffic (%)
28%
Lane Group Flow (vph)
0
0
0
214
401
0
133
665
0
0
732
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8
5
2
6
Permitted Phases
8
2
Detector Phase
8
8
5
2
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
10.0
10.0
Minimum Split (s)
30.0
30.0
12.0
24.0
24.0
Total Split (s)
25.0
25.0
15.0
35.0
35.0
Total Split (%)
33.3%
33.3%
20.0%
46.7%
46.7%
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
Lag
Lead
Lead
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
None
Min
Act Effct Green (s)
12.7
12.7
30.6
21.1
22.9
Actuated g/C Ratio
0.20
0.20
0.48
0.33
0.36
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
Min None
Synchro 8 Report
Page 3
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background AM.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT WBR
NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.67
0.50
0.27
0.57
0.40
Control Delay
35.3
11.4
5.0
11.1
17.7
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
35.3
11.4
5.0
11.1
17.7
LOS
D
B
A
B
B
Approach Delay
19.7
10.1
17.7
Approach LOS
B
B
B
Queue Length 50th (ft)
84
27
13
58
83
Queue Length 95th (ft)
170
69
27
84
121
Internal Link Dist (ft) 978
1277
439
363
Turn Bay Length (ft)
Base Capacity (vph)
468
1061
507
1601
2289
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.46
0.38
0.26
0.42
0.32
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 63.5
Natural Cycle: 75
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.06
Intersection Signal Delay: 15.4 Intersection LOS: B
Intersection Capacity Utilization 62.0% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�2 3
}
I t02
;;3
o1
=3
�44
ass
15s
25s
�2 3
06
r2
05
=2
03
ass M15s
I Ill
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
121
33
107
0
0
0
0
584
411
338
555
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
130
130
0
0
Storage Lanes
1
0
0
0
1
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.906
0.938
Flt Protected
0.950
0.991
0.950
Satd. Flow (prot)
1610
3044
0
0
0
0
0
4770
0
1770
3539
0
Flt Permitted
0.950
0.991
0.194
Satd. Flow (perm)
1610
3044
0
0
0
0
0
4770
0
361
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
116
270
Link Speed (mph)
45
45
40
40
Link Distance (ft)
346
1069
247
519
Travel Time (s)
5.2
16.2
4.2
8.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
132
36
116
0
0
0
0
635
447
367
603
0
Shared Lane Traffic (%)
25%
Lane Group Flow (vph)
99
185
0
0
0
0
0
1082
0
367
603
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4
2
1
6
Permitted Phases
4
6
Detector Phase
4
4
2
1
6
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
10.0
Minimum Split (s)
30.0
30.0
24.0
12.0
24.0
Total Split (s)
25.0
25.0
35.0
15.0
35.0
Total Split (%)
33.3%
33.3%
46.7%
20.0%
46.7%
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
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
Min
Min
Act Effct Green (s)
12.7
12.7
21.1
29.0
22.9
Actuated g/C Ratio
0.20
0.20
0.33
0.46
0.36
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
None None
Synchro 8 Report
Page 7
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background AM.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR
WBL WBT WBR NBL NBT
NBR SBL
SBT SBR
v/c Ratio
0.31
0.26
0.61
1.06
0.47
Control Delay
25.5
10.7
14.7
87.6
8.5
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
25.5
10.7
14.7
87.6
8.5
LOS
C
B
B
F
A
Approach Delay
15.9
14.7
38.4
Approach LOS
B
B
D
Queue Length 50th (ft)
36
12
90
-133
52
Queue Length 95th (ft)
84
39
143
#346
80
Internal Link Dist (ft)
266
989 167
439
Turn Bay Length (ft)
Base Capacity (vph)
468
967
2306
347
1601
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.21
0.19
0.47
1.06
0.38
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 63.5
Natural Cycle: 75
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.06
Intersection Signal Delay: 24.7 Intersection LOS: C
Intersection Capacity Utilization 62.0% ICU Level of Service B
Analysis Period (min) 15
Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�2 �3
}
I t02
�3
14po
� 3
�44
ass
15s
25s
�2 3
06
2
05
r2
08
ass M15s
I Ills
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background AM.syn
4: White Chapel Blvd & Countryside Crt
7/7/2014
t
t
II
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
Volume (vph)
1
4
12
1000
638
19
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
150
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.996
Flt Protected
0.950
0.999
Satd. Flow (prot)
1770
1583
0
1861
1855
0
Flt Permitted
0.950
0.999
Satd. Flow (perm)
1770
1583
0
1861
1855
0
Link Speed (mph)
30
40
40
Link Distance (ft)
308
1182
108
Travel Time (s)
7.0
20.1
1.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
1
4
13
1042
665
20
Shared Lane Traffic (%)
Lane Group Flow (vph)
1
4
0
1054
685
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 72.2% ICU Level of Service C
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background AM.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1�
Volume (vph)
194
126
151
38
14
23
30
795
68
11
505
104
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
140
0
83
0
100
0
100
0
Storage Lanes
1
0
1
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. 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
Ped Bike Factor
Frt
0.918
0.906
0.988
0.974
Flt Protected
0.950
0.950
0.950
0.950
Satd. Flow (prot)
1770
1710
0
1770
1688
0
1770
1840
0
1770
1814
0
Flt Permitted
0.950
0.950
0.950
0.950
Satd. Flow (perm)
1770
1710
0
1770
1688
0
1770
1840
0
1770
1814
0
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
1182
Travel Time (s)
9.1
23.2
5.2
20.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
211
137
164
41
15
25
33
864
74
12
549
113
Shared Lane Traffic (%)
Lane Group Flow (vph)
211
301
0
41
40
0
33
938
0
12
662
0
Sign Control
Stop
Stop
Stop
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 75.2% ICU Level of Service D
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
274
0
0
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
5085
0
0
0
0
1863
Flt Permitted
Satd. Flow (perm)
5085
0
0
0
0
1863
Link Speed (mph)
45
45
30
Link Distance (ft)
547
346
188
Travel Time (s)
8.3
5.2
4.3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
298
0
0
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
298
0
0
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 8.6% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background AM.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
1
5
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
0
1863
1863
0
1863
0
Flt Permitted
Satd. Flow (perm)
0
1863
1863
0
1863
0
Link Speed (mph)
30
30
30
Link Distance (ft)
354
308
125
Travel Time (s)
8.0
7.0
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
1
5
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
1
5
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background PM.syn
1: White Chapel Blvd & E Kirkwood Blvd
7/7/2014
t
II
i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
265
18
388
208
12
225
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.953
Flt Protected
0.950
0.997
Satd. Flow (prot)
1770
1583
1775
0
0
1857
Flt Permitted
0.950
0.997
Satd. Flow (perm)
1770
1583
1775
0
0
1857
Link Speed (mph)
30
40
40
Link Distance (ft)
1241
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
288
20
422
226
13
245
Shared Lane Traffic (%)
Lane Group Flow (vph)
288
20
648
0
0
258
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 54.4% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
tt
Volume (vph)
0
0
0
541
929
370
166
627
0
0
1013
60
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.91
0.91
0.95
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.959
0.992
Flt Protected
0.950
0.998
0.950
Satd. Flow (prot)
0
0
0
1610
3245
0
1770
3539
0
0
5045
0
Flt Permitted
0.950
0.998
0.181
Satd. Flow (perm)
0
0
0
1610
3245
0
337
3539
0
0
5045
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
63
14
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
519
443
Travel Time (s)
16.0
20.6
8.8
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
0
0
0
588
1010
402
180
682
0
0
1101
65
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
0
0
0
529
1471
0
180
682
0
0
1166
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8
5
2
6
Permitted Phases
8
2
Detector Phase
8
8
5
2
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
10.0
10.0
Minimum Split (s)
30.0
30.0
12.0
24.0
24.0
Total Split (s)
25.0
25.0
15.0
35.0
35.0
Total Split (%)
33.3%
33.3%
20.0%
46.7%
46.7%
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
Lag
Lead
Lead
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
None
Min
Act Effct Green (s)
18.0
18.0
29.1
22.1
27.1
Actuated g/C Ratio
0.25
0.25
0.40
0.30
0.37
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
Min None
Synchro 8 Report
Page 3
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background PM.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT WBR
NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
1.34
1.74
0.66
0.64
0.62
Control Delay
195.3
360.6
25.3
12.8
20.4
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
195.3
360.6
25.3
12.8
20.4
LOS
F
F
C
B
C
Approach Delay
316.9
15.4
20.4
Approach LOS
F
B
C
Queue Length 50th (ft)
-363
-568
38
67
155
Queue Length 95th (ft)
#562
#706
77
82
199
Internal Link Dist (ft) 978
1277
439
363
Turn Bay Length (ft)
Base Capacity (vph)
396
846
295
1355
1940
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
1.34
1.74
0.61
0.50
0.60
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 73.2
Natural Cycle: 90
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.74
Intersection Signal Delay: 166.5 Intersection LOS: F
Intersection Capacity Utilization 83.1 % ICU Level of Service E
Analysis Period (min) 15
Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�2 �3
}
I t02
�3
o1
� 3
�44
ass
15s
25s
�2 3
06
2
05
r2
08
ass M15s
I Ills
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
129
47
146
0
0
0
0
627
238
515
1017
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
130
130
0
0
Storage Lanes
1
0
0
0
1
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.895
0.959
Flt Protected
0.950
0.996
0.950
Satd. Flow (prot)
1610
3022
0
0
0
0
0
4877
0
1770
3539
0
Flt Permitted
0.950
0.996
0.250
Satd. Flow (perm)
1610
3022
0
0
0
0
0
4877
0
466
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
154
146
Link Speed (mph)
45
45
40
40
Link Distance (ft)
346
1069
247
519
Travel Time (s)
5.2
16.2
4.2
8.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
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%
Adj. Flow (vph)
136
49
154
0
0
0
0
660
251
542
1071
0
Shared Lane Traffic (%)
13%
Lane Group Flow (vph)
118
221
0
0
0
0
0
911
0
542
1071
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4
2
1
6
Permitted Phases
4
6
Detector Phase
4
4
2
1
6
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
10.0
Minimum Split (s)
30.0
30.0
24.0
12.0
24.0
Total Split (s)
25.0
25.0
35.0
15.0
35.0
Total Split (%)
33.3%
33.3%
46.7%
20.0%
46.7%
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
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
Min
Min
Act Effct Green (s)
18.0
18.0
22.1
38.5
27.1
Actuated g/C Ratio
0.25
0.25
0.30
0.53
0.37
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
None None
Synchro 8 Report
Page 7
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background PM.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR
WBL WBT WBR NBL NBT
NBR SBL
SBT
SBR
v/c Ratio
0.30
0.26
0.58
1.18
0.82
Control Delay
25.7
9.0
19.0
114.3
11.6
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
25.7
9.0
19.0
114.3
11.6
LOS
C
A
B
F
B
Approach Delay
14.8
19.0
46.1
Approach LOS
B
B
D
Queue Length 50th (ft)
49
13
108
-219
125
Queue Length 95th (ft)
97
41
130
m#425
m131
Internal Link Dist (ft)
266
989 167
439
Turn Bay Length (ft)
Base Capacity (vph)
396
860
1957
460
1355
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.30
0.26
0.47
1.18
0.79
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 73.2
Natural Cycle: 90
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.74
Intersection Signal Delay: 33.8 Intersection LOS: C
Intersection Capacity Utilization 83.1 % ICU Level of Service E
Analysis Period (min) 15
Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�2 3
}
I t02
3
10�0
=3
�04
35s
15s mas
=2
66
2
05
=2
03
35s M15s
I Ill
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background PM.syn
4: White Chapel Blvd & Countryside Crt
7/7/2014
t
t
II
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
Volume (vph)
17
13
4
849
1149
8
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
150
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.999
Flt Protected
0.950
Satd. Flow (prot)
1770
1583
0
1863
1861
0
Flt Permitted
0.950
Satd. Flow (perm)
1770
1583
0
1863
1861
0
Link Speed (mph)
30
40
40
Link Distance (ft)
308
1182
108
Travel Time (s)
7.0
20.1
1.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
18
14
4
884
1197
8
Shared Lane Traffic (%)
Lane Group Flow (vph)
18
14
0
888
1205
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 71.0% ICU Level of Service C
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background PM.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1�
Volume (vph)
69
45
55
84
19
10
62
757
33
0
1077
72
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
140
0
83
0
100
0
100
0
Storage Lanes
1
0
1
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. 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
Ped Bike Factor
Frt
0.918
0.948
0.994
0.991
Flt Protected
0.950
0.950
0.950
Satd. Flow (prot)
1770
1710
0
1770
1766
0
1770
1852
0
1863
1846
0
Flt Permitted
0.950
0.950
0.950
Satd. Flow (perm)
1770
1710
0
1770
1766
0
1770
1852
0
1863
1846
0
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
1182
Travel Time (s)
9.1
23.2
5.2
20.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
70
46
56
86
19
10
63
772
34
0
1099
73
Shared Lane Traffic (%)
Lane Group Flow (vph)
70
102
0
86
29
0
63
806
0
0
1172
0
Sign Control
Stop
Stop
Stop
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 79.0% ICU Level of Service D
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
341
0
0
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
5085
0
0
0
0
1863
Flt Permitted
Satd. Flow (perm)
5085
0
0
0
0
1863
Link Speed (mph)
45
45
30
Link Distance (ft)
547
346
177
Travel Time (s)
8.3
5.2
4.0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
371
0
0
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
371
0
0
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 9.9% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background PM.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
6
3
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
0
1863
1863
0
1863
0
Flt Permitted
Satd. Flow (perm)
0
1863
1863
0
1863
0
Link Speed (mph)
30
30
30
Link Distance (ft)
355
308
112
Travel Time (s)
8.1
7.0
2.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
7
3
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
7
3
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn
1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014
t i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
125
12
343
160
17
382
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.957
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
1783
0
0
1859
Flt Permitted
0.950
0.976
Satd. Flow (perm)
1770
1583
1783
0
0
1818
Right Turn on Red
Yes
Yes
Satd. Flow (RTOR)
13
70
Link Speed (mph)
30
40
40
Link Distance (ft)
1241
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
136
13
373
174
18
415
Shared Lane Traffic (%)
Lane Group Flow (vph)
136
13
547
0
0
433
Turn Type
Prot
Perm
NA
Perm
NA
Protected Phases
8
2
6
Permitted Phases
8
6
Detector Phase
8
8
2
6
6
Switch Phase
Minimum Initial (s)
4.0
4.0
4.0
4.0
4.0
Minimum Split (s)
20.0
20.0
20.0
20.0
20.0
Total Split (s)
20.0
20.0
40.0
40.0
40.0
Total Split (%)
33.3%
33.3%
66.7%
66.7%
66.7%
Yellow Time (s)
3.5
3.5
3.5
3.5
3.5
All -Red Time (s)
0.5
0.5
0.5
0.5
0.5
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.0
4.0
4.0
4.0
Lead/Lag
Lead -Lag Optimize?
Recall Mode
None
None
Min
Min
Min
Act Effct Green (s)
8.5
8.5
24.6
24.6
Actuated g/C Ratio
0.23
0.23
0.66
0.66
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn
1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014
t i
Lane Group
WBL
WBR
NBT NBR
SBL SBT
v/c Ratio
0.34
0.04
0.46
0.36
Control Delay
15.5
7.3
6.0
5.9
Queue Delay
0.0
0.0
0.0
0.0
Total Delay
15.5
7.3
6.0
5.9
LOS
B
A
A
A
Approach Delay
14.8
6.0
5.9
Approach LOS
B
A
A
Queue Length 50th (ft)
25
0
47
41
Queue Length 95th (ft)
60
9
121
100
Internal Link Dist (ft)
1161
899
823
Turn Bay Length (ft)
Base Capacity (vph)
784
709
1641
1668
Starvation Cap Reductn
0
0
0
0
Spillback Cap Reductn
0
0
0
0
Storage Cap Reductn
0
0
0
0
Reduced v/c Ratio
0.17
0.02
0.33
0.26
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 37.4
Natural Cycle: 40
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.46
Intersection Signal Delay: 7.1 Intersection LOS: A
Intersection Capacity Utilization 47.5% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 1: White Chapel Blvd & E Kirkwood Blvd
02
3
40Is
T 06
40 s 120S
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
tt
Volume (vph)
0
0
0
273
64
228
122
612
0
0
637
37
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.91
0.91
0.95
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.907
0.992
Flt Protected
0.950
0.990
0.950
Satd. Flow (prot)
0
0
0
1610
3044
0
1770
3539
0
0
5045
0
Flt Permitted
0.950
0.990
0.345
Satd. Flow (perm)
0
0
0
1610
3044
0
643
3539
0
0
5045
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
248
12
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
519
443
Travel Time (s)
16.0
20.6
8.8
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
0
0
0
297
70
248
133
665
0
0
692
40
Shared Lane Traffic (%)
28%
Lane Group Flow (vph)
0
0
0
214
401
0
133
665
0
0
732
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8
5
2
6
Permitted Phases
8
2
Detector Phase
8
8
5
2
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
10.0
10.0
Minimum Split (s)
30.0
30.0
12.0
24.0
24.0
Total Split (s)
31.0
31.0
16.0
26.0
33.0
Total Split (%)
38.8%
38.8%
20.0%
32.5%
41.3%
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
Lag
Lead
Lead
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
None
Min
Act Effct Green (s)
13.6
13.6
29.7
18.1
23.1
Actuated g/C Ratio
0.20
0.20
0.45
0.27
0.35
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 3
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
23.0 31.0
29% 39%
4.5 4.5
2.5 2.5
Lag
Yes
Min None
Synchro 8 Report
Page 4
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background AM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL
EBT EBR WBL
WBT WBR
NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.65
0.49
0.27
0.69
0.42
Control Delay
35.1
11.4
7.0
20.9
19.5
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
35.1
11.4
7.0
20.9
19.5
LOS
D
B
A
C
B
Approach Delay
19.6
18.6
19.5
Approach LOS
B
B
B
Queue Length 50th (ft)
94
30
13
74
94
Queue Length 95th (ft)
164
67
m35
147
129
Internal Link Dist (ft)
978
1277
439
363
Turn Bay Length (ft)
Base Capacity (vph)
593
1279
513
1033
2067
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.36
0.31
0.26
0.64
0.35
Intersection Summary
Area Type: Other
Cycle Length: 80
Actuated Cycle Length: 66.6
Natural Cycle: 75
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay: 19.2 Intersection LOS: B
Intersection Capacity Utilization 62.0% ICU Level of Service B
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�2 3
}
I t02
�3
o1
-3
�44
26s
23s
31s
�2 3
06
2
05
r2
os
33s
16s I Mal
s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
121
33
107
0
0
0
0
584
411
338
555
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
130
130
0
0
Storage Lanes
1
0
0
0
1
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.906
0.938
Flt Protected
0.950
0.991
0.950
Satd. Flow (prot)
1610
3044
0
0
0
0
0
4770
0
1770
3539
0
Flt Permitted
0.950
0.991
0.175
Satd. Flow (perm)
1610
3044
0
0
0
0
0
4770
0
326
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
116
208
Link Speed (mph)
45
45
40
40
Link Distance (ft)
346
1069
247
519
Travel Time (s)
5.2
16.2
4.2
8.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
132
36
116
0
0
0
0
635
447
367
603
0
Shared Lane Traffic (%)
25%
Lane Group Flow (vph)
99
185
0
0
0
0
0
1082
0
367
603
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4
2
1
6
Permitted Phases
4
6
Detector Phase
4
4
2
1
6
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
10.0
Minimum Split (s)
30.0
30.0
24.0
12.0
24.0
Total Split (s)
31.0
31.0
26.0
23.0
33.0
Total Split (%)
38.8%
38.8%
32.5%
28.8%
41.3%
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
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
Min
Min
Act Effct Green (s)
13.6
13.6
18.1
34.6
23.1
Actuated g/C Ratio
0.20
0.20
0.27
0.52
0.35
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 7
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
16.0 31.0
20% 39%
4.5 4.5
2.5 2.5
Lag
Yes
None None
Synchro 8 Report
Page 8
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background AM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR
WBL WBT WBR NBL NBT
NBR SBL
SBT SBR
v/c Ratio
0.30
0.26
0.75
0.80
0.49
Control Delay
25.7
10.6
22.7
31.5
9.0
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
25.7
10.6
22.7
31.5
9.0
LOS
C
B
C
C
A
Approach Delay
15.9
22.7
17.5
Approach LOS
B
C
B
Queue Length 50th (ft)
40
13
123
132
56
Queue Length 95th (ft)
82
38
196
#247
82
Internal Link Dist (ft)
266
989 167
439
Turn Bay Length (ft)
Base Capacity (vph)
593
1195
1540
538
1445
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.17
0.15
0.70
0.68
0.42
Intersection Summary
Area Type: Other
Cycle Length: 80
Actuated Cycle Length: 66.6
Natural Cycle: 75
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay: 19.7 Intersection LOS: B
Intersection Capacity Utilization 62.0% ICU Level of Service B
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�2 3
}
I t02
3
0 1
-3
�44
26s
23s
31s
�2 3
6
2
�5
r2
os
33s
16s
31s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn
4: White Chapel Blvd & Countryside Crt II 7/7/2014
t t
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
Volume (vph)
1
4
12
1000
638
19
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
150
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.996
Flt Protected
0.950
0.999
Satd. Flow (prot)
1770
1583
0
1861
1855
0
Flt Permitted
0.950
0.999
Satd. Flow (perm)
1770
1583
0
1861
1855
0
Link Speed (mph)
30
40
40
Link Distance (ft)
308
1182
108
Travel Time (s)
7.0
20.1
1.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
1
4
13
1042
665
20
Shared Lane Traffic (%)
Lane Group Flow (vph)
1
4
0
1054
685
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 72.2% ICU Level of Service C
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn
5: White Chapel Blvd & Highland St II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1�
Volume (vph)
194
126
151
38
14
23
30
795
68
11
505
104
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
140
0
83
0
100
0
100
0
Storage Lanes
1
0
1
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. 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
Ped Bike Factor
Frt
0.918
0.906
0.988
0.974
Flt Protected
0.950
0.950
0.950
0.950
Satd. Flow (prot)
1770
1710
0
1770
1688
0
1770
1840
0
1770
1814
0
Flt Permitted
0.731
0.404
0.306
0.129
Satd. Flow (perm)
1362
1710
0
753
1688
0
570
1840
0
240
1814
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
98
25
13
31
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
1182
Travel Time (s)
9.1
23.2
5.2
20.1
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
211
137
164
41
15
25
33
864
74
12
549
113
Shared Lane Traffic (%)
Lane Group Flow (vph)
211
301
0
41
40
0
33
938
0
12
662
0
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)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Minimum Split (s)
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
Total Split (s)
20.0
20.0
20.0
20.0
40.0
40.0
40.0
40.0
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)
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Lead/Lag
Lead -Lag Optimize?
Recall Mode
None
None
None
None
Min
Min
Min
Min
Act Effct Green (s)
12.7
12.7
12.7
12.7
30.8
30.8
30.8
30.8
Actuated g/C Ratio
0.24
0.24
0.24
0.24
0.59
0.59
0.59
0.59
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background AM w Impr.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR
WBL
WBT WBR
NBL
NBT
NBR SBL
SBT SBR
v/c Ratio
0.63
0.61
0.22
0.09
0.10
0.85
0.08
0.61
Control Delay
28.3
18.5
20.7
10.7
5.9
19.2
6.7
9.6
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
28.3
18.5
20.7
10.7
5.9
19.2
6.7
9.6
LOS
C
B
C
B
A
B
A
A
Approach Delay
22.5
15.7
18.7
9.5
Approach LOS
C
B
B
A
Queue Length 50th (ft)
66
61
12
4
4
222
2
115
Queue Length 95th (ft)
127
130
34
23
14
#499
8
209
Internal Link Dist (ft)
319
942
226
1102
Turn Bay Length (ft)
140
83
100
100
Base Capacity (vph)
438
616
242
559
412
1332
173
1318
Starvation Cap Reductn
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.48
0.49
0.17
0.07
0.08
0.70
0.07
0.50
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 51.9
Natural Cycle: 60
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 16.7 Intersection LOS: B
Intersection Capacity Utilization 75.2% ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 5: White Chapel Blvd & Hiahland St
02
40s
20s
6
03
40s 120S
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
274
0
0
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
5085
0
0
0
0
1863
Flt Permitted
Satd. Flow (perm)
5085
0
0
0
0
1863
Link Speed (mph)
45
45
30
Link Distance (ft)
547
346
188
Travel Time (s)
8.3
5.2
4.3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
298
0
0
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
298
0
0
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 8.6% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 14
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Background AM w Impr.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
1
5
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
0
1863
1863
0
1863
0
Flt Permitted
Satd. Flow (perm)
0
1863
1863
0
1863
0
Link Speed (mph)
30
30
30
Link Distance (ft)
354
308
125
Travel Time (s)
8.0
7.0
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
1
5
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
1
5
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 15
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014
t i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
265
18
388
208
12
225
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.953
Flt Protected
0.950
0.997
Satd. Flow (prot)
1770
1583
1775
0
0
1857
Flt Permitted
0.950
0.969
Satd. Flow (perm)
1770
1583
1775
0
0
1805
Right Turn on Red
Yes
Yes
Satd. Flow (RTOR)
20
77
Link Speed (mph)
30
40
40
Link Distance (ft)
1241
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
288
20
422
226
13
245
Shared Lane Traffic (%)
Lane Group Flow (vph)
288
20
648
0
0
258
Turn Type
Prot
Perm
NA
Perm
NA
Protected Phases
8
2
6
Permitted Phases
8
6
Detector Phase
8
8
2
6
6
Switch Phase
Minimum Initial (s)
4.0
4.0
4.0
4.0
4.0
Minimum Split (s)
20.0
20.0
20.0
20.0
20.0
Total Split (s)
21.0
21.0
39.0
39.0
39.0
Total Split (%)
35.0%
35.0%
65.0%
65.0%
65.0%
Yellow Time (s)
3.5
3.5
3.5
3.5
3.5
All -Red Time (s)
0.5
0.5
0.5
0.5
0.5
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.0
4.0
4.0
4.0
Lead/Lag
Lead -Lag Optimize?
Recall Mode
None
None
Min
Min
Min
Act Effct Green (s)
12.0
12.0
23.6
23.6
Actuated g/C Ratio
0.27
0.27
0.54
0.54
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014
t i
Lane Group
WBL
WBR
NBT NBR
SBL SBT
v/c Ratio
0.59
0.04
0.66
0.27
Control Delay
20.4
7.7
10.5
6.7
Queue Delay
0.0
0.0
0.0
0.0
Total Delay
20.4
7.7
10.5
6.7
LOS
C
A
B
A
Approach Delay
19.6
10.5
6.7
Approach LOS
B
B
A
Queue Length 50th (ft)
50
0
79
28
Queue Length 95th (ft)
155
13
203
72
Internal Link Dist (ft)
1161
899
823
Turn Bay Length (ft)
Base Capacity (vph)
711
648
1481
1493
Starvation Cap Reductn
0
0
0
0
Spillback Cap Reductn
0
0
0
0
Storage Cap Reductn
0
0
0
0
Reduced v/c Ratio
0.41
0.03
0.44
0.17
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 43.9
Natural Cycle: 50
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.66
Intersection Signal Delay: 12.0 Intersection LOS: B
Intersection Capacity Utilization 54.4% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 1: White Chapel Blvd & E Kirkwood Blvd
02
163
39Is
T 06
39s
21s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
)
t
tt
tt
Volume (vph)
0
0
0
541
929
370
166
627
0
0
1013
60
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.86
0.86
0.91
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.960
0.992
Flt Protected
0.950
0.997
0.950
Satd. Flow (prot)
0
0
0
1522
4600
0
1770
3539
0
0
5045
0
Flt Permitted
0.950
0.997
0.098
Satd. Flow (perm)
0
0
0
1522
4600
0
183
3539
0
0
5045
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
72
6
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
519
443
Travel Time (s)
16.0
20.6
8.8
7.6
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
1.00
1.00
1.00
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
0
0
0
588
1010
402
180
682
0
0
1101
65
Shared Lane Traffic (%)
15%
Lane Group Flow (vph)
0
0
0
500
1500
0
180
682
0
0
1166
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8 14
5
5 6
6
Permitted Phases
8 14
5 6
Detector Phase
8 14
8 14
5
5 6
6
Switch Phase
Minimum Initial (s)
5.0
10.0
Minimum Split (s)
12.0
24.0
Total Split (s)
34.0
51.0
Total Split (%)
22.7%
34.0%
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
Min
Act Effct Green (s)
56.6
56.6
67.1
74.1
40.7
Actuated g/C Ratio
0.39
0.39
0.46
0.51
0.28
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 3
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group
01
o2
o4
o8
010
o14
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
1
2
4
8
10
14
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
5.0
5.0
4.0
5.0
Minimum Split (s)
12.0
24.0
30.0
30.0
20.0
12.0
Total Split (s)
88.0
37.0
11.0
51.0
14.0
14.0
Total Split (%)
59%
25%
7%
34%
9%
9%
Yellow Time (s)
4.5
4.5
4.5
4.5
3.5
4.5
All -Red Time (s)
2.5
2.5
2.5
2.5
0.5
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
Min
None
None
None
None
Min
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT WBR
NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.84
0.81
0.48
0.38
0.82
Control Delay
54.9
42.2
7.9
6.4
54.1
Queue Delay
0.0
0.0
0.0
0.9
0.1
Total Delay
54.9
42.2
7.9
7.3
54.1
LOS
D
D
A
A
D
Approach Delay
45.3
7.4
54.1
Approach LOS
D
A
D
Queue Length 50th (ft)
517
488
14
81
383
Queue Length 95th (ft)
#750
557
m16
m105
442
Internal Link Dist (ft) 978
1277
439
363
Turn Bay Length (ft)
Base Capacity (vph)
594
1841
382
1874
1542
Starvation Cap Reductn
0
0
0
859
0
Spillback Cap Reductn
0
0
0
0
24
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.84
0.81
0.47
0.67
0.77
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 144.8
Natural Cycle: 130
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 39.8 Intersection LOS: D
Intersection Capacity Utilization 75.5% ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�3I}
3
�3
�3
T 14 2
--ft4
--410
0 1
37 s
11
1 s
88 s
4;:2
�2
�2I
r2
�
*_
14
45
7t06
9
14s 1 E34s
Esis
51s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o2 o4 o8 010 o14
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
129
47
146
0
0
0
0
627
238
515
1017
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
130
130
0
0
Storage Lanes
1
0
0
0
1
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.895
0.959
Flt Protected
0.950
0.996
0.950
Satd. Flow (prot)
1610
3022
0
0
0
0
0
4877
0
1770
3539
0
Flt Permitted
0.950
0.996
0.136
Satd. Flow (perm)
1610
3022
0
0
0
0
0
4877
0
253
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
154
57
Link Speed (mph)
45
45
40
40
Link Distance (ft)
346
1069
247
519
Travel Time (s)
5.2
16.2
4.2
8.8
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
136
49
154
0
0
0
0
660
251
542
1071
0
Shared Lane Traffic (%)
13%
Lane Group Flow (vph)
118
221
0
0
0
0
0
911
0
542
1071
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4 10
2
1
12
Permitted Phases
4 10
12
Detector Phase
4 10
4 10
2
1
12
Switch Phase
Minimum Initial (s)
10.0
5.0
Minimum Split (s)
24.0
12.0
Total Split (s)
37.0
88.0
Total Split (%)
24.7%
58.7%
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
Lead
Lag
Lead -Lag Optimize?
Yes
Yes
Recall Mode
None
Min
Act Effct Green (s)
17.0
17.0
29.5
106.8
113.8
Actuated g/C Ratio
0.12
0.12
0.20
0.74
0.79
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 7
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group
o4
o5
o6
o8
010
o14
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
4
5
6
8
10
14
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
4.0
5.0
Minimum Split (s)
30.0
12.0
24.0
30.0
20.0
12.0
Total Split (s)
11.0
34.0
51.0
51.0
14.0
14.0
Total Split (%)
7%
23%
34%
34%
9%
9%
Yellow Time (s)
4.5
4.5
4.5
4.5
3.5
4.5
All -Red Time (s)
2.5
2.5
2.5
2.5
0.5
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
Min
None
None
Min
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR WBL
WBT WBR NBL NBT
NBR SBL
SBT SBR
v/c Ratio
0.63
0.45
0.88
0.54
0.39
Control Delay
77.4
22.8
63.4
6.2
1.7
Queue Delay
0.0
0.0
0.0
2.6
1.5
Total Delay
77.4
22.8
63.4
8.8
3.2
LOS
E
C
E
A
A
Approach Delay
41.8
63.4
5.1
Approach LOS
D
E
A
Queue Length 50th (ft)
121
32
303
23
0
Queue Length 95th (ft)
201
78
#375
m266
0
Internal Link Dist (ft)
266
989 167
439
Turn Bay Length (ft)
Base Capacity (vph)
200
512
1059
1042
2780
Starvation Cap Reductn
0
0
0
367
1448
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.59
0.43
0.86
0.80
0.80
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 144.8
Natural Cycle: 130
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 28.0 Intersection LOS: C
Intersection Capacity Utilization 75.5% ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�3I}
3
�3
�3
T 14 2
--ft4
--410
0 1
37 s
11
1 s
88 s
4;:2
�2
�2I
r2
� 14
45
7t06
� 8
14s 1 E34s
Esis
51s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o4 o5 o6 o8 010 o14
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
4: White Chapel Blvd & Countryside Crt II 7/7/2014
t t
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
Volume (vph)
17
13
4
849
1149
8
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
150
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.999
Flt Protected
0.950
Satd. Flow (prot)
1770
1583
0
1863
1861
0
Flt Permitted
0.950
Satd. Flow (perm)
1770
1583
0
1863
1861
0
Link Speed (mph)
30
40
40
Link Distance (ft)
308
1182
108
Travel Time (s)
7.0
20.1
1.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
18
14
4
884
1197
8
Shared Lane Traffic (%)
Lane Group Flow (vph)
18
14
0
888
1205
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 71.0% ICU Level of Service C
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
5: White Chapel Blvd & Highland St II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1�
Volume (vph)
69
45
55
84
19
10
62
757
33
0
1077
72
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
140
0
83
0
100
0
100
0
Storage Lanes
1
0
1
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. 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
Ped Bike Factor
Frt
0.918
0.948
0.994
0.991
Flt Protected
0.950
0.950
0.950
Satd. Flow (prot)
1770
1710
0
1770
1766
0
1770
1852
0
1863
1846
0
Flt Permitted
0.738
0.691
0.124
Satd. Flow (perm)
1375
1710
0
1287
1766
0
231
1852
0
1863
1846
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
56
10
6
10
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
1182
Travel Time (s)
9.1
23.2
5.2
20.1
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
70
46
56
86
19
10
63
772
34
0
1099
73
Shared Lane Traffic (%)
Lane Group Flow (vph)
70
102
0
86
29
0
63
806
0
0
1172
0
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)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Minimum Split (s)
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
Total Split (s)
21.0
21.0
21.0
21.0
69.0
69.0
69.0
69.0
Total Split (%)
23.3%
23.3%
23.3%
23.3%
76.7%
76.7%
76.7%
76.7%
Yellow Time (s)
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
All -Red Time (s)
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Lead/Lag
Lead -Lag Optimize?
Recall Mode
None
None
None
None
Min
Min
Min
Min
Act Effct Green (s)
10.7
10.7
10.8
10.8
53.9
53.9
53.9
Actuated g/C Ratio
0.16
0.16
0.16
0.16
0.79
0.79
0.79
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR
WBL
WBT WBR
NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.33
0.32
0.42
0.10
0.35
0.55
0.81
Control Delay
34.7
19.4
37.5
23.8
10.4
6.2
13.1
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
34.7
19.4
37.5
23.8
10.4
6.2
13.1
LOS
C
B
D
C
B
A
B
Approach Delay
25.6
34.1
6.5
13.1
Approach LOS
C
C
A
B
Queue Length 50th (ft)
27
18
34
7
8
126
283
Queue Length 95th (ft)
73
66
88
32
39
273
#836
Internal Link Dist (ft)
319
942
226
1102
Turn Bay Length (ft)
140
83
100
Base Capacity (vph)
377
510
353
492
203
1633
1628
Starvation Cap Reductn
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
Reduced v/c Ratio
0.19
0.20
0.24
0.06
0.31
0.49
0.72
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 68.5
Natural Cycle: 75
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 12.6 Intersection LOS: B
Intersection Capacity Utilization 79.0% ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 5: White Chapel Blvd & Hiahland St
02
4
69s
i2l
21S
46
08
69s
s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
341
0
0
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
5085
0
0
0
0
1863
Flt Permitted
Satd. Flow (perm)
5085
0
0
0
0
1863
Link Speed (mph)
45
45
30
Link Distance (ft)
547
346
177
Travel Time (s)
8.3
5.2
4.0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
371
0
0
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
371
0
0
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 9.9% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 14
Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
6
3
0
0
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
0
1863
1863
0
1863
0
Flt Permitted
Satd. Flow (perm)
0
1863
1863
0
1863
0
Link Speed (mph)
30
30
30
Link Distance (ft)
355
308
112
Travel Time (s)
8.1
7.0
2.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
7
3
0
0
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
7
3
0
0
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 15
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total AM.syn
1: White Chapel Blvd & E Kirkwood Blvd
7/7/2014
t
II
i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
125
12
344
160
17
386
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.957
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
1783
0
0
1859
Flt Permitted
0.950
0.998
Satd. Flow (perm)
1770
1583
1783
0
0
1859
Link Speed (mph)
30
40
40
Link Distance (ft)
1241
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
136
13
374
174
18
420
Shared Lane Traffic (%)
Lane Group Flow (vph)
136
13
548
0
0
438
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 47.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
tt
Volume (vph)
0
0
0
337
64
228
123
613
0
0
641
37
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.91
0.91
0.95
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.917
0.992
Flt Protected
0.950
0.986
0.950
Satd. Flow (prot)
0
0
0
1610
3065
0
1770
3539
0
0
5045
0
Flt Permitted
0.950
0.986
0.354
Satd. Flow (perm)
0
0
0
1610
3065
0
659
3539
0
0
5045
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
248
13
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
519
443
Travel Time (s)
16.0
20.6
8.8
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
0
0
0
366
70
248
134
666
0
0
697
40
Shared Lane Traffic (%)
35%
Lane Group Flow (vph)
0
0
0
238
446
0
134
666
0
0
737
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8
5
2
6
Permitted Phases
8
2
Detector Phase
8
8
5
2
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
10.0
10.0
Minimum Split (s)
30.0
30.0
12.0
24.0
24.0
Total Split (s)
25.0
25.0
15.0
35.0
35.0
Total Split (%)
33.3%
33.3%
20.0%
46.7%
46.7%
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
Lag
Lead
Lead
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
None
Min
Act Effct Green (s)
13.3
13.3
29.9
21.2
23.9
Actuated g/C Ratio
0.21
0.21
0.47
0.33
0.37
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
Min None
Synchro 8 Report
Page 3
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total AM.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT
WBR NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.71
0.54
0.29
0.57
0.39
Control Delay
37.3
12.9
5.5
11.3
17.1
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
37.3
12.9
5.5
11.3
17.1
LOS
D
B
A
B
B
Approach Delay
21.4
10.3
17.1
Approach LOS
C
B
B
Queue Length 50th (ft)
96
36
14
61
84
Queue Length 95th (ft)
189
82
27
84
118
Internal Link Dist (ft) 978
1277
439
363
Turn Bay Length (ft)
Base Capacity (vph)
462
1056
476
1579
2260
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.52
0.42
0.28
0.42
0.33
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 64.3
Natural Cycle: 75
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.05
Intersection Signal Delay: 16.0 Intersection LOS: B
Intersection Capacity Utilization 62.4% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
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15s
25s
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7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
122
46
112
0
0
0
0
585
412
338
623
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
130
130
0
0
Storage Lanes
1
0
0
0
1
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.908
0.938
Flt Protected
0.950
0.993
0.950
Satd. Flow (prot)
1610
3057
0
0
0
0
0
4770
0
1770
3539
0
Flt Permitted
0.950
0.993
0.193
Satd. Flow (perm)
1610
3057
0
0
0
0
0
4770
0
360
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
122
270
Link Speed (mph)
45
45
40
40
Link Distance (ft)
346
1069
247
519
Travel Time (s)
5.2
16.2
4.2
8.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
133
50
122
0
0
0
0
636
448
367
677
0
Shared Lane Traffic (%)
20%
Lane Group Flow (vph)
106
199
0
0
0
0
0
1084
0
367
677
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4
2
1
6
Permitted Phases
4
6
Detector Phase
4
4
2
1
6
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
10.0
Minimum Split (s)
30.0
30.0
24.0
12.0
24.0
Total Split (s)
25.0
25.0
35.0
15.0
35.0
Total Split (%)
33.3%
33.3%
46.7%
20.0%
46.7%
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
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
Min
Min
Act Effct Green (s)
13.3
13.3
21.2
30.0
23.9
Actuated g/C Ratio
0.21
0.21
0.33
0.47
0.37
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
None None
Synchro 8 Report
Page 7
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total AM.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR WBL
WBT WBR NBL NBT
NBR SBL
SBT SBR
v/c Ratio
0.32
0.27
0.62
1.05
0.51
Control Delay
25.5
10.8
14.9
86.7
9.0
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
25.5
10.8
14.9
86.7
9.0
LOS
C
B
B
F
A
Approach Delay
15.9
14.9
36.3
Approach LOS
B
B
D
Queue Length 50th (ft)
39
13
93
-133
65
Queue Length 95th (ft)
89
42
144
#342
98
Internal Link Dist (ft)
266
989 167
439
Turn Bay Length (ft)
Base Capacity (vph)
462
964
2278
348
1581
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.23
0.21
0.48
1.05
0.43
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 64.3
Natural Cycle: 75
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.05
Intersection Signal Delay: 24.2 Intersection LOS: C
Intersection Capacity Utilization 62.4% ICU Level of Service B
Analysis Period (min) 15
Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
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15s
25s
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7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total AM.syn
4: White Chapel Blvd
7/7/2014
t
t
II
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
Volume (vph)
3
14
79
1000
643
87
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
150
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.984
Flt Protected
0.950
0.996
Satd. Flow (prot)
1770
1583
0
1855
1833
0
Flt Permitted
0.950
0.996
Satd. Flow (perm)
1770
1583
0
1855
1833
0
Link Speed (mph)
30
40
40
Link Distance (ft)
308
1182
108
Travel Time (s)
7.0
20.1
1.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
3
15
82
1042
670
91
Shared Lane Traffic (%)
Lane Group Flow (vph)
3
15
0
1124
761
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 109.5% ICU Level of Service H
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total AM.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1�
Volume (vph)
194
126
151
38
14
23
30
862
68
11
520
104
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
140
0
83
0
100
0
100
0
Storage Lanes
1
0
1
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. 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
Ped Bike Factor
Frt
0.918
0.906
0.989
0.975
Flt Protected
0.950
0.950
0.950
0.950
Satd. Flow (prot)
1770
1710
0
1770
1688
0
1770
1842
0
1770
1816
0
Flt Permitted
0.950
0.950
0.950
0.950
Satd. Flow (perm)
1770
1710
0
1770
1688
0
1770
1842
0
1770
1816
0
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
1182
Travel Time (s)
9.1
23.2
5.2
20.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
211
137
164
41
15
25
33
937
74
12
565
113
Shared Lane Traffic (%)
Lane Group Flow (vph)
211
301
0
41
40
0
33
1011
0
12
678
0
Sign Control
Stop
Stop
Stop
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 78.7% ICU Level of Service D
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
274
23
0
0
0
23
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.988
0.865
Flt Protected
Satd. Flow (prot)
5024
0
0
0
0
1611
Flt Permitted
Satd. Flow (perm)
5024
0
0
0
0
1611
Link Speed (mph)
45
45
30
Link Distance (ft)
547
346
122
Travel Time (s)
8.3
5.2
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
298
25
0
0
0
25
Shared Lane Traffic (%)
Lane Group Flow (vph)
323
0
0
0
0
25
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 15.8% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total AM.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
1
5
135
12
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.869
Flt Protected
0.950
Satd. Flow (prot)
0
1863
1619
0
1770
0
Flt Permitted
0.950
Satd. Flow (perm)
0
1863
1619
0
1770
0
Link Speed (mph)
30
30
30
Link Distance (ft)
357
308
111
Travel Time (s)
8.1
7.0
2.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
1
5
147
13
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
1
152
0
13
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 18.6% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn
1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014
t i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
125
12
344
160
17
386
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.957
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
1783
0
0
1859
Flt Permitted
0.950
0.976
Satd. Flow (perm)
1770
1583
1783
0
0
1818
Right Turn on Red
Yes
Yes
Satd. Flow (RTOR)
13
70
Link Speed (mph)
30
40
40
Link Distance (ft)
1241
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
136
13
374
174
18
420
Shared Lane Traffic (%)
Lane Group Flow (vph)
136
13
548
0
0
438
Turn Type
Prot
Perm
NA
Perm
NA
Protected Phases
8
2
6
Permitted Phases
8
6
Detector Phase
8
8
2
6
6
Switch Phase
Minimum Initial (s)
4.0
4.0
4.0
4.0
4.0
Minimum Split (s)
20.0
20.0
20.0
20.0
20.0
Total Split (s)
20.0
20.0
40.0
40.0
40.0
Total Split (%)
33.3%
33.3%
66.7%
66.7%
66.7%
Yellow Time (s)
3.5
3.5
3.5
3.5
3.5
All -Red Time (s)
0.5
0.5
0.5
0.5
0.5
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.0
4.0
4.0
4.0
Lead/Lag
Lead -Lag Optimize?
Recall Mode
None
None
Min
Min
Min
Act Effct Green (s)
8.5
8.5
24.6
24.6
Actuated g/C Ratio
0.23
0.23
0.66
0.66
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total AM w Impr.syn
1: White Chapel Blvd & E Kirkwood Blvd
7/7/2014
t
II
i
Lane Group WBL
WBR
NBT
NBR SBL SBT
v/c Ratio 0.34
0.04
0.46
0.37
Control Delay 15.5
7.3
6.0
5.9
Queue Delay 0.0
0.0
0.0
0.0
Total Delay 15.5
7.3
6.0
5.9
LOS B
A
A
A
Approach Delay 14.8
6.0
5.9
Approach LOS B
A
A
Queue Length 50th (ft) 25
0
47
42
Queue Length 95th (ft) 60
9
122
101
Internal Link Dist (ft) 1161
899
823
Turn Bay Length (ft)
Base Capacity (vph) 784
708
1640
1667
Starvation Cap Reductn 0
0
0
0
Spillback Cap Reductn 0
0
0
0
Storage Cap Reductn 0
0
0
0
Reduced v/c Ratio 0.17
0.02
0.33
0.26
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 37.4
Natural Cycle: 40
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.46
Intersection Signal Delay: 7.1 Intersection LOS: A
Intersection Capacity Utilization 47.7% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 1: White Chapel Blvd & E Kirkwood Blvd
02
3
40Is
T 06
40 s 120S
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
tt
Volume (vph)
0
0
0
337
64
228
123
613
0
0
641
37
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.91
0.91
0.95
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.917
0.992
Flt Protected
0.950
0.986
0.950
Satd. Flow (prot)
0
0
0
1610
3065
0
1770
3539
0
0
5045
0
Flt Permitted
0.950
0.986
0.354
Satd. Flow (perm)
0
0
0
1610
3065
0
659
3539
0
0
5045
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
248
13
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
519
443
Travel Time (s)
16.0
20.6
8.8
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
0
0
0
366
70
248
134
666
0
0
697
40
Shared Lane Traffic (%)
35%
Lane Group Flow (vph)
0
0
0
238
446
0
134
666
0
0
737
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8
5
2
6
Permitted Phases
8
2
Detector Phase
8
8
5
2
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
10.0
10.0
Minimum Split (s)
30.0
30.0
12.0
24.0
24.0
Total Split (s)
25.0
25.0
15.0
35.0
35.0
Total Split (%)
33.3%
33.3%
20.0%
46.7%
46.7%
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
Lag
Lead
Lead
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
None
Min
Act Effct Green (s)
13.3
13.3
29.9
21.2
23.9
Actuated g/C Ratio
0.21
0.21
0.47
0.33
0.37
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 3
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
Min None
Synchro 8 Report
Page 4
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total AM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT WBR
NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.71
0.54
0.29
0.57
0.39
Control Delay
37.3
12.9
5.5
11.3
17.1
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
37.3
12.9
5.5
11.3
17.1
LOS
D
B
A
B
B
Approach Delay
21.4
10.3
17.1
Approach LOS
C
B
B
Queue Length 50th (ft)
96
36
14
61
84
Queue Length 95th (ft)
189
82
27
84
118
Internal Link Dist (ft) 978
1277
439
363
Turn Bay Length (ft)
Base Capacity (vph)
462
1056
476
1579
2260
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.52
0.42
0.28
0.42
0.33
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 64.3
Natural Cycle: 75
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.05
Intersection Signal Delay: 16.0 Intersection LOS: B
Intersection Capacity Utilization 62.4% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�2 3
}
I t02
;;3
o1
=3
�44
ass
15s
25s
�2 3
06
r2
05
=2
03
ass M15s
I Ill
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
122
46
112
0
0
0
0
585
412
338
623
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
130
130
0
0
Storage Lanes
1
0
0
0
1
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.908
0.938
Flt Protected
0.950
0.993
0.950
Satd. Flow (prot)
1610
3057
0
0
0
0
0
4770
0
1770
3539
0
Flt Permitted
0.950
0.993
0.193
Satd. Flow (perm)
1610
3057
0
0
0
0
0
4770
0
360
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
122
270
Link Speed (mph)
45
45
40
40
Link Distance (ft)
346
1069
247
519
Travel Time (s)
5.2
16.2
4.2
8.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
133
50
122
0
0
0
0
636
448
367
677
0
Shared Lane Traffic (%)
20%
Lane Group Flow (vph)
106
199
0
0
0
0
0
1084
0
367
677
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4
2
1
6
Permitted Phases
4
6
Detector Phase
4
4
2
1
6
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
10.0
Minimum Split (s)
30.0
30.0
24.0
12.0
24.0
Total Split (s)
25.0
25.0
35.0
15.0
35.0
Total Split (%)
33.3%
33.3%
46.7%
20.0%
46.7%
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
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
Min
Min
Act Effct Green (s)
13.3
13.3
21.2
30.0
23.9
Actuated g/C Ratio
0.21
0.21
0.33
0.47
0.37
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 7
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
None None
Synchro 8 Report
Page 8
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total AM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR
WBL WBT WBR NBL NBT
NBR SBL
SBT SBR
v/c Ratio
0.32
0.27
0.62
1.05
0.51
Control Delay
25.5
10.8
14.9
86.7
9.0
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
25.5
10.8
14.9
86.7
9.0
LOS
C
B
B
F
A
Approach Delay
15.9
14.9
36.3
Approach LOS
B
B
D
Queue Length 50th (ft)
39
13
93
-133
65
Queue Length 95th (ft)
89
42
144
#342
98
Internal Link Dist (ft)
266
989 167
439
Turn Bay Length (ft)
Base Capacity (vph)
462
964
2278
348
1581
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.23
0.21
0.48
1.05
0.43
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 64.3
Natural Cycle: 75
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.05
Intersection Signal Delay: 24.2 Intersection LOS: C
Intersection Capacity Utilization 62.4% ICU Level of Service B
Analysis Period (min) 15
Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�2 �3
}
I t02
�3
14po
� 3
�44
ass
15s
25s
�2 3
06
2
05
r2
08
ass M15s
I Ills
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total AM w Impr.syn
4: White Chapel Blvd
7/7/2014
t
t
II
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
Volume (vph)
3
14
79
1000
643
87
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
150
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.984
Flt Protected
0.950
0.996
Satd. Flow (prot)
1770
1583
0
1855
1833
0
Flt Permitted
0.950
0.996
Satd. Flow (perm)
1770
1583
0
1855
1833
0
Link Speed (mph)
30
40
40
Link Distance (ft)
308
1182
108
Travel Time (s)
7.0
20.1
1.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
3
15
82
1042
670
91
Shared Lane Traffic (%)
Lane Group Flow (vph)
3
15
0
1124
761
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 109.5% ICU Level of Service H
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn
5: White Chapel Blvd & Highland St II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1�
Volume (vph)
194
126
151
38
14
23
30
862
68
11
520
104
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
140
0
83
0
100
0
100
0
Storage Lanes
1
0
1
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. 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
Ped Bike Factor
Frt
0.918
0.906
0.989
0.975
Flt Protected
0.950
0.950
0.950
0.950
Satd. Flow (prot)
1770
1710
0
1770
1688
0
1770
1842
0
1770
1816
0
Flt Permitted
0.731
0.386
0.301
0.120
Satd. Flow (perm)
1362
1710
0
719
1688
0
561
1842
0
224
1816
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
98
25
12
30
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
1182
Travel Time (s)
9.1
23.2
5.2
20.1
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
211
137
164
41
15
25
33
937
74
12
565
113
Shared Lane Traffic (%)
Lane Group Flow (vph)
211
301
0
41
40
0
33
1011
0
12
678
0
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)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Minimum Split (s)
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
Total Split (s)
20.0
20.0
20.0
20.0
40.0
40.0
40.0
40.0
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)
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Lead/Lag
Lead -Lag Optimize?
Recall Mode
None
None
None
None
Min
Min
Min
Min
Act Effct Green (s)
12.9
12.9
12.9
12.9
33.3
33.3
33.3
33.3
Actuated g/C Ratio
0.24
0.24
0.24
0.24
0.61
0.61
0.61
0.61
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total AM w Impr.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR
WBL
WBT WBR
NBL
NBT
NBR SBL
SBT SBR
v/c Ratio
0.65
0.63
0.24
0.10
0.10
0.89
0.09
0.60
Control Delay
29.9
19.2
21.5
10.6
5.9
22.9
6.9
9.5
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
29.9
19.2
21.5
10.6
5.9
22.9
6.9
9.5
LOS
C
B
C
B
A
C
A
A
Approach Delay
23.6
16.1
22.4
9.5
Approach LOS
C
B
C
A
Queue Length 50th (ft)
66
61
11
4
4
261
2
120
Queue Length 95th (ft)
127
130
35
23
14
#562
8
218
Internal Link Dist (ft)
319
942
226
1102
Turn Bay Length (ft)
140
83
100
100
Base Capacity (vph)
410
583
216
526
380
1253
152
1241
Starvation Cap Reductn
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.51
0.52
0.19
0.08
0.09
0.81
0.08
0.55
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 54.4
Natural Cycle: 60
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay: 18.6 Intersection LOS: B
Intersection Capacity Utilization 78.7% ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 5: White Chapel Blvd & Hiahland St
02
40s
20s
6
03
40s 120S
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
274
23
0
0
0
23
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.988
0.865
Flt Protected
Satd. Flow (prot)
5024
0
0
0
0
1611
Flt Permitted
Satd. Flow (perm)
5024
0
0
0
0
1611
Link Speed (mph)
45
45
30
Link Distance (ft)
547
346
122
Travel Time (s)
8.3
5.2
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
298
25
0
0
0
25
Shared Lane Traffic (%)
Lane Group Flow (vph)
323
0
0
0
0
25
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 15.8% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 14
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total AM w Impr.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
1
5
135
12
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.869
Flt Protected
0.950
Satd. Flow (prot)
0
1863
1619
0
1770
0
Flt Permitted
0.950
Satd. Flow (perm)
0
1863
1619
0
1770
0
Link Speed (mph)
30
30
30
Link Distance (ft)
357
308
111
Travel Time (s)
8.1
7.0
2.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
1
5
147
13
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
1
152
0
13
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 18.6% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 15
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total PM.syn
1: White Chapel Blvd & E Kirkwood Blvd
7/7/2014
t
II
i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
265
18
394
208
12
227
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.953
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
1775
0
0
1859
Flt Permitted
0.950
0.998
Satd. Flow (perm)
1770
1583
1775
0
0
1859
Link Speed (mph)
30
40
40
Link Distance (ft)
1241
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
288
20
428
226
13
247
Shared Lane Traffic (%)
Lane Group Flow (vph)
288
20
654
0
0
260
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 54.8% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
tt
Volume (vph)
0
0
0
567
929
370
168
633
0
0
1015
60
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.91
0.91
0.95
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.959
0.992
Flt Protected
0.950
0.998
0.950
Satd. Flow (prot)
0
0
0
1610
3245
0
1770
3539
0
0
5045
0
Flt Permitted
0.950
0.998
0.180
Satd. Flow (perm)
0
0
0
1610
3245
0
335
3539
0
0
5045
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
62
14
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
519
443
Travel Time (s)
16.0
20.6
8.8
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
0
0
0
616
1010
402
183
688
0
0
1103
65
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
0
0
0
554
1474
0
183
688
0
0
1168
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8
5
2
6
Permitted Phases
8
2
Detector Phase
8
8
5
2
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
10.0
10.0
Minimum Split (s)
30.0
30.0
12.0
24.0
24.0
Total Split (s)
25.0
25.0
15.0
35.0
35.0
Total Split (%)
33.3%
33.3%
20.0%
46.7%
46.7%
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
Lag
Lead
Lead
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
None
Min
Act Effct Green (s)
18.0
18.0
29.3
22.2
27.3
Actuated g/C Ratio
0.25
0.25
0.40
0.30
0.37
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
Min None
Synchro 8 Report
Page 3
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total PM.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT
WBR NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
1.40
1.75
0.68
0.64
0.62
Control Delay
223.3
365.3
26.0
12.9
20.4
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
223.3
365.3
26.0
12.9
20.4
LOS
F
F
C
B
C
Approach Delay
326.5
15.6
20.4
Approach LOS
F
B
C
Queue Length 50th (ft)
-391
-571
40
68
156
Queue Length 95th (ft)
#593
#709
79
83
200
Internal Link Dist (ft) 978
1277
439
363
Turn Bay Length (ft)
Base Capacity (vph)
395
842
294
1351
1935
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
1.40
1.75
0.62
0.51
0.60
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 73.4
Natural Cycle: 120
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.75
Intersection Signal Delay: 172.0 Intersection LOS: F
Intersection Capacity Utilization 83.7% ICU Level of Service E
Analysis Period (min) 15
Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�2 �3
}
I t02
�3
14po
� 3
�44
ass
15s
25s
�2 3
06
2
05
r2
08
ass M15s
I Ills
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o4
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
134
127
193
0
0
0
0
630
241
515
1045
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
130
130
0
0
Storage Lanes
1
0
0
0
1
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.913
0.958
Flt Protected
0.950
0.998
0.950
Satd. Flow (prot)
1610
3089
0
0
0
0
0
4872
0
1770
3539
0
Flt Permitted
0.950
0.998
0.247
Satd. Flow (perm)
1610
3089
0
0
0
0
0
4872
0
460
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
203
147
Link Speed (mph)
45
45
40
40
Link Distance (ft)
346
1069
247
519
Travel Time (s)
5.2
16.2
4.2
8.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
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%
Adj. Flow (vph)
141
134
203
0
0
0
0
663
254
542
1100
0
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
127
351
0
0
0
0
0
917
0
542
1100
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4
2
1
6
Permitted Phases
4
6
Detector Phase
4
4
2
1
6
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
10.0
Minimum Split (s)
30.0
30.0
24.0
12.0
24.0
Total Split (s)
25.0
25.0
35.0
15.0
35.0
Total Split (%)
33.3%
33.3%
46.7%
20.0%
46.7%
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
Lead -Lag Optimize?
Yes
Yes
Yes
Recall Mode
None
None
None
Min
Min
Act Effct Green (s)
18.0
18.0
22.2
38.7
27.3
Actuated g/C Ratio
0.25
0.25
0.30
0.53
0.37
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Yellow Time (s)
All -Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead -Lag Optimize?
Recall Mode
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline
5.0 5.0
12.0 30.0
15.0 25.0
20% 33%
4.5 4.5
2.5 2.5
Lag
Yes
None None
Synchro 8 Report
Page 7
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total PM.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR WBL
WBT WBR NBL NBT
NBR SBL
SBT
SBR
v/c Ratio
0.32
0.39
0.58
1.18
0.84
Control Delay
26.1
11.4
19.1
114.2
12.1
Queue Delay
0.0
0.0
0.0
0.0
0.0
Total Delay
26.1
11.4
19.1
114.2
12.1
LOS
C
B
B
F
B
Approach Delay
15.3
19.1
45.8
Approach LOS
B
B
D
Queue Length 50th (ft)
53
30
108
-222
132
Queue Length 95th (ft)
104
65
131
m#415
m135
Internal Link Dist (ft)
266
989 167
439
Turn Bay Length (ft)
Base Capacity (vph)
395
911
1951
459
1351
Starvation Cap Reductn
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.32
0.39
0.47
1.18
0.81
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 73.4
Natural Cycle: 120
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.75
Intersection Signal Delay: 32.9 Intersection LOS: C
Intersection Capacity Utilization 83.7% ICU Level of Service E
Analysis Period (min) 15
Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�2 3
}
I t02
3
14po
=3
�04
ass
15s
25s
�2 3
6
2
05
=2
03
ass M15s
I Ills
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o5 o8
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total PM.syn
4: White Chapel Blvd
7/7/2014
t
t
II
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
Volume (vph)
23
53
31
849
1196
36
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
150
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.996
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
0
1859
1855
0
Flt Permitted
0.950
0.998
Satd. Flow (perm)
1770
1583
0
1859
1855
0
Link Speed (mph)
30
40
40
Link Distance (ft)
308
1182
108
Travel Time (s)
7.0
20.1
1.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
24
55
32
884
1246
38
Shared Lane Traffic (%)
Lane Group Flow (vph)
24
55
0
916
1284
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 79.8% ICU Level of Service D
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total PM.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1�
Volume (vph)
69
45
55
84
19
10
62
784
33
0
1164
72
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
140
0
83
0
100
0
100
0
Storage Lanes
1
0
1
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. 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
Ped Bike Factor
Frt
0.918
0.948
0.994
0.991
Flt Protected
0.950
0.950
0.950
Satd. Flow (prot)
1770
1710
0
1770
1766
0
1770
1852
0
1863
1846
0
Flt Permitted
0.950
0.950
0.950
Satd. Flow (perm)
1770
1710
0
1770
1766
0
1770
1852
0
1863
1846
0
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
1182
Travel Time (s)
9.1
23.2
5.2
20.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
70
46
56
86
19
10
63
800
34
0
1188
73
Shared Lane Traffic (%)
Lane Group Flow (vph)
70
102
0
86
29
0
63
834
0
0
1261
0
Sign Control
Stop
Stop
Stop
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 83.6% ICU Level of Service E
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
341
9
0
0
0
160
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.996
0.865
Flt Protected
Satd. Flow (prot)
5065
0
0
0
0
1611
Flt Permitted
Satd. Flow (perm)
5065
0
0
0
0
1611
Link Speed (mph)
45
45
30
Link Distance (ft)
547
346
122
Travel Time (s)
8.3
5.2
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
371
10
0
0
0
174
Shared Lane Traffic (%)
Lane Group Flow (vph)
381
0
0
0
0
174
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 23.4% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total PM.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
6
3
55
46
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.871
Flt Protected
0.950
Satd. Flow (prot)
0
1863
1622
0
1770
0
Flt Permitted
0.950
Satd. Flow (perm)
0
1863
1622
0
1770
0
Link Speed (mph)
30
30
30
Link Distance (ft)
357
308
111
Travel Time (s)
8.1
7.0
2.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
7
3
60
50
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
7
63
0
50
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 13.6% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn
1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014
t i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
265
18
394
208
12
227
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.953
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
1775
0
0
1859
Flt Permitted
0.950
0.969
Satd. Flow (perm)
1770
1583
1775
0
0
1805
Right Turn on Red
Yes
Yes
Satd. Flow (RTOR)
20
76
Link Speed (mph)
30
40
40
Link Distance (ft)
1241
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
288
20
428
226
13
247
Shared Lane Traffic (%)
Lane Group Flow (vph)
288
20
654
0
0
260
Turn Type
Prot
Perm
NA
Perm
NA
Protected Phases
8
2
6
Permitted Phases
8
6
Detector Phase
8
8
2
6
6
Switch Phase
Minimum Initial (s)
4.0
4.0
4.0
4.0
4.0
Minimum Split (s)
20.0
20.0
20.0
20.0
20.0
Total Split (s)
21.0
21.0
39.0
39.0
39.0
Total Split (%)
35.0%
35.0%
65.0%
65.0%
65.0%
Yellow Time (s)
3.5
3.5
3.5
3.5
3.5
All -Red Time (s)
0.5
0.5
0.5
0.5
0.5
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.0
4.0
4.0
4.0
Lead/Lag
Lead -Lag Optimize?
Recall Mode
None
None
Min
Min
Min
Act Effct Green (s)
12.0
12.0
23.8
23.8
Actuated g/C Ratio
0.27
0.27
0.54
0.54
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total PM w Impr.syn
1: White Chapel Blvd & E Kirkwood Blvd
7/7/2014
t
II
i
Lane Group WBL
WBR
NBT
NBR SBL SBT
v/c Ratio 0.60
0.04
0.66
0.27
Control Delay 20.6
7.7
10.5
6.7
Queue Delay 0.0
0.0
0.0
0.0
Total Delay 20.6
7.7
10.5
6.7
LOS C
A
B
A
Approach Delay 19.8
10.5
6.7
Approach LOS B
B
A
Queue Length 50th (ft) 51
0
81
28
Queue Length 95th (ft) 157
13
205
72
Internal Link Dist (ft) 1161
899
823
Turn Bay Length (ft)
Base Capacity (vph) 707
644
1473
1484
Starvation Cap Reductn 0
0
0
0
Spillback Cap Reductn 0
0
0
0
Storage Cap Reductn 0
0
0
0
Reduced v/c Ratio 0.41
0.03
0.44
0.18
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 44.1
Natural Cycle: 50
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.66
Intersection Signal Delay: 12.1 Intersection LOS: B
Intersection Capacity Utilization 54.8% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 1: White Chapel Blvd & E Kirkwood Blvd
02
163
39Is
T 06
39s
21s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
)
t
tt
tt
Volume (vph)
0
0
0
567
929
370
168
633
0
0
1015
60
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.86
0.86
0.91
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.960
0.992
Flt Protected
0.950
0.996
0.950
Satd. Flow (prot)
0
0
0
1522
4595
0
1770
3539
0
0
5045
0
Flt Permitted
0.950
0.996
0.101
Satd. Flow (perm)
0
0
0
1522
4595
0
188
3539
0
0
5045
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
72
6
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
519
443
Travel Time (s)
16.0
20.6
8.8
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
0
0
0
616
1010
402
183
688
0
0
1103
65
Shared Lane Traffic (%)
18%
Lane Group Flow (vph)
0
0
0
505
1523
0
183
688
0
0
1168
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8 14
5
5 6
6
Permitted Phases
8 14
5 6
Detector Phase
8 14
8 14
5
5 6
6
Switch Phase
Minimum Initial (s)
5.0
10.0
Minimum Split (s)
12.0
24.0
Total Split (s)
34.0
49.0
Total Split (%)
22.7%
32.7%
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
Min
Act Effct Green (s)
58.4
58.4
66.4
73.5
39.7
Actuated g/C Ratio
0.40
0.40
0.46
0.50
0.27
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 3
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group
01
o2
o4
o8
010
o14
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
1
2
4
8
10
14
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
5.0
5.0
4.0
4.0
Minimum Split (s)
12.0
24.0
30.0
30.0
20.0
20.0
Total Split (s)
88.0
37.0
11.0
53.0
14.0
14.0
Total Split (%)
59%
25%
7%
35%
9%
9%
Yellow Time (s)
4.5
4.5
4.5
4.5
3.5
3.5
All -Red Time (s)
2.5
2.5
2.5
2.5
0.5
0.5
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
Min
None
None
None
None
None
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total PM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT WBR
NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.83
0.81
0.49
0.39
0.85
Control Delay
52.8
41.2
8.1
6.3
57.0
Queue Delay
0.0
0.0
0.0
1.0
0.1
Total Delay
52.8
41.2
8.1
7.3
57.2
LOS
D
D
A
A
E
Approach Delay
44.1
7.5
57.2
Approach LOS
D
A
E
Queue Length 50th (ft)
512
489
13
77
392
Queue Length 95th (ft)
#719
556
m17
m102
451
Internal Link Dist (ft) 978
1277
439
363
Turn Bay Length (ft)
Base Capacity (vph)
609
1883
379
1810
1459
Starvation Cap Reductn
0
0
0
820
0
Spillback Cap Reductn
0
0
0
0
22
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.83
0.81
0.48
0.69
0.81
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 145.9
Natural Cycle: 110
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 40.0 Intersection LOS: D
Intersection Capacity Utilization 76.1 % ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�3I}
3
�3
�3
T 14 2
--ft4
--410
0 1
37 s
11
1 s
88 s
4;:2
�2
�2I
r2
�
�
14
45
7t06
3
14 s 1
34 s 1 E49
s E53
s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o2 o4 o8 010 o14
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
134
127
193
0
0
0
0
630
241
515
1045
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
130
0
0
Storage Lanes
1
0
0
0
0
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.913
0.958
Flt Protected
0.950
0.998
0.950
Satd. Flow (prot)
1610
3089
0
0
0
0
0
4872
0
1770
3539
0
Flt Permitted
0.950
0.998
0.134
Satd. Flow (perm)
1610
3089
0
0
0
0
0
4872
0
250
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
174
58
Link Speed (mph)
45
45
40
40
Link Distance (ft)
346
1069
355
519
Travel Time (s)
5.2
16.2
6.1
8.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
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%
Adj. Flow (vph)
141
134
203
0
0
0
0
663
254
542
1100
0
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
127
351
0
0
0
0
0
917
0
542
1100
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4 10
2
1
12
Permitted Phases
4 10
12
Detector Phase
4 10
4 10
2
1
12
Switch Phase
Minimum Initial (s)
10.0
5.0
Minimum Split (s)
24.0
12.0
Total Split (s)
37.0
88.0
Total Split (%)
24.7%
58.7%
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
Lead
Lag
Lead -Lag Optimize?
Yes
Yes
Recall Mode
None
Min
Act Effct Green (s)
17.2
17.2
29.8
107.6
114.7
Actuated g/C Ratio
0.12
0.12
0.20
0.74
0.79
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 7
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group
o4
o5
o6
o8
010
o14
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
4
5
6
8
10
14
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
4.0
4.0
Minimum Split (s)
30.0
12.0
24.0
30.0
20.0
20.0
Total Split (s)
11.0
34.0
49.0
53.0
14.0
14.0
Total Split (%)
7%
23%
33%
35%
9%
9%
Yellow Time (s)
4.5
4.5
4.5
4.5
3.5
3.5
All -Red Time (s)
2.5
2.5
2.5
2.5
0.5
0.5
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
Min
None
None
None
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total PM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR
WBL WBT WBR NBL NBT
NBR SBL
SBT SBR
v/c Ratio
0.67
0.68
0.88
0.54
0.40
Control Delay
80.4
38.3
64.0
5.8
1.8
Queue Delay
0.0
0.0
0.0
3.2
2.0
Total Delay
80.4
38.3
64.0
9.0
3.7
LOS
F
D
E
A
A
Approach Delay
49.5
64.0
5.5
Approach LOS
D
E
A
Queue Length 50th (ft)
132
91
305
9
0
Queue Length 95th (ft)
#221
152
#379
m249
0
Internal Link Dist (ft)
266
989 275
439
Turn Bay Length (ft)
Base Capacity (vph)
199
534
1050
1033
2763
Starvation Cap Reductn
0
0
0
378
1453
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.64
0.66
0.87
0.83
0.84
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 145.9
Natural Cycle: 110
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 30.1 Intersection LOS: C
Intersection Capacity Utilization 76.1 % ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�3I}
3
�3
�3
T 14 2
--ft4
--410
0 1
37 s
11
1 s
88 s
4;:2
�2
�2I
r2
�
�
14
45
7t06
8
14 s 1
34 s 1 E49
s
S3 s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o4 o5 o6 o8 010 o14
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total PM w Impr.syn
4: White Chapel Blvd
7/7/2014
t
t
II
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
+
+
r
Volume (vph)
23
53
31
849
1196
36
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
150
200
0
Storage Lanes
1
1
1
1
Taper Length (ft)
25
100
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.850
Flt Protected
0.950
0.950
Satd. Flow (prot)
1770
1583
1770
1863
1863
1583
Flt Permitted
0.950
0.950
Satd. Flow (perm)
1770
1583
1770
1863
1863
1583
Link Speed (mph)
30
40
40
Link Distance (ft)
308
1182
355
Travel Time (s)
7.0
20.1
6.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
24
55
32
884
1246
38
Shared Lane Traffic (%)
Lane Group Flow (vph)
24
55
32
884
1246
38
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 72.9% ICU Level of Service C
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn
5: White Chapel Blvd & Highland St II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1�
Volume (vph)
69
45
55
84
19
10
62
784
33
0
1164
72
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
140
0
83
0
100
0
100
0
Storage Lanes
1
0
1
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. 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
Ped Bike Factor
Frt
0.918
0.948
0.994
0.991
Flt Protected
0.950
0.950
0.950
Satd. Flow (prot)
1770
1710
0
1770
1766
0
1770
1852
0
1863
1846
0
Flt Permitted
0.738
0.686
0.096
Satd. Flow (perm)
1375
1710
0
1278
1766
0
179
1852
0
1863
1846
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
56
10
6
9
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
1182
Travel Time (s)
9.1
23.2
5.2
20.1
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
70
46
56
86
19
10
63
800
34
0
1188
73
Shared Lane Traffic (%)
Lane Group Flow (vph)
70
102
0
86
29
0
63
834
0
0
1261
0
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)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Minimum Split (s)
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
Total Split (s)
20.0
20.0
20.0
20.0
70.0
70.0
70.0
70.0
Total Split (%)
22.2%
22.2%
22.2%
22.2%
77.8%
77.8%
77.8%
77.8%
Yellow Time (s)
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
All -Red Time (s)
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Lead/Lag
Lead -Lag Optimize?
Recall Mode
None
None
None
None
Min
Min
Min
Min
Act Effct Green (s)
10.8
10.8
10.9
10.9
61.0
61.0
61.0
Actuated g/C Ratio
0.14
0.14
0.14
0.14
0.81
0.81
0.81
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total PM w Impr.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR
WBL
WBT WBR
NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.36
0.35
0.47
0.11
0.44
0.56
0.85
Control Delay
38.3
21.0
42.2
24.8
16.3
6.0
15.2
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
38.3
21.0
42.2
24.8
16.3
6.0
15.2
LOS
D
C
D
C
B
A
B
Approach Delay
28.1
37.8
6.8
15.2
Approach LOS
C
D
A
B
Queue Length 50th (ft)
35
22
44
9
9
137
359
Queue Length 95th (ft)
74
67
89
33
61
283
#944
Internal Link Dist (ft)
319
942
226
1102
Turn Bay Length (ft)
140
83
100
Base Capacity (vph)
313
432
291
410
149
1545
1541
Starvation Cap Reductn
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
Reduced v/c Ratio
0.22
0.24
0.30
0.07
0.42
0.54
0.82
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 75.7
Natural Cycle: 90
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 14.1 Intersection LOS: B
Intersection Capacity Utilization 83.6% ICU Level of Service E
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 5: White Chapel Blvd & Hiahland St
02
4
70 s
120
20 s
6
08
70 s
s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
341
9
0
0
0
160
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.996
0.865
Flt Protected
Satd. Flow (prot)
5065
0
0
0
0
1611
Flt Permitted
Satd. Flow (perm)
5065
0
0
0
0
1611
Link Speed (mph)
45
45
30
Link Distance (ft)
547
346
122
Travel Time (s)
8.3
5.2
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
371
10
0
0
0
174
Shared Lane Traffic (%)
Lane Group Flow (vph)
381
0
0
0
0
174
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 23.4% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 14
Lanes, Volumes, Timings
Southlake Office Plaza 2020 Total PM w Impr.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
6
3
55
46
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.871
Flt Protected
0.950
Satd. Flow (prot)
0
1863
1622
0
1770
0
Flt Permitted
0.950
Satd. Flow (perm)
0
1863
1622
0
1770
0
Link Speed (mph)
30
30
30
Link Distance (ft)
357
308
111
Travel Time (s)
8.1
7.0
2.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
7
3
60
50
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
7
63
0
50
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 13.6% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 15
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total AM.syn
1: White Chapel Blvd & E Kirkwood Blvd
7/7/2014
t
II
i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
125
12
379
160
17
424
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.960
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
1788
0
0
1859
Flt Permitted
0.950
0.998
Satd. Flow (perm)
1770
1583
1788
0
0
1859
Link Speed (mph)
30
40
40
Link Distance (ft)
1240
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
136
13
412
174
18
461
Shared Lane Traffic (%)
Lane Group Flow (vph)
136
13
586
0
0
479
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 49.7% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
tt
Volume (vph)
0
0
0
365
68
245
136
637
0
0
686
39
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.91
0.91
0.95
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.917
0.992
Flt Protected
0.950
0.985
0.950
Satd. Flow (prot)
0
0
0
1610
3062
0
1770
3539
0
0
5045
0
Flt Permitted
0.950
0.985
0.204
Satd. Flow (perm)
0
0
0
1610
3062
0
380
3539
0
0
5045
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
202
6
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
513
443
Travel Time (s)
16.0
20.6
8.7
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
0
0
0
397
74
266
148
692
0
0
746
42
Shared Lane Traffic (%)
36%
Lane Group Flow (vph)
0
0
0
254
483
0
148
692
0
0
788
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8 14
5
5 6
6
Permitted Phases
8 14
5 6
Detector Phase
8 14
8 14
5
5 6
6
Switch Phase
Minimum Initial (s)
5.0
10.0
Minimum Split (s)
12.0
25.0
Total Split (s)
60.0
43.0
Total Split (%)
41.4%
29.7%
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
Min
Act Effct Green (s)
31.6
31.6
69.1
76.2
27.3
Actuated g/C Ratio
0.26
0.26
0.57
0.62
0.22
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group
01
o2
o4
o8
010
o14
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
1
2
4
8
10
14
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
4.0
5.0
4.0
4.0
Minimum Split (s)
23.0
30.0
30.0
30.0
11.0
11.0
Total Split (s)
62.0
42.0
30.0
30.0
11.0
12.0
Total Split(%)
43%
29%
21%
21%
8%
8%
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
Min
None
None
None
None
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 3
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total Wsyn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT
WBR NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.61
0.51
0.21
0.31
0.70
Control Delay
49.1
25.0
2.4
2.4
47.4
Queue Delay
0.0
0.0
0.0
0.3
0.0
Total Delay
49.1
25.0
2.4
2.6
47.4
LOS
D
C
A
A
D
Approach Delay
33.3
2.6
47.4
Approach LOS
C
A
D
Queue Length 50th (ft)
198
104
6
15
219
Queue Length 95th (ft)
339
183
m8
16
282
Internal Link Dist (ft) 978
1277
433
363
Turn Bay Length (ft)
Base Capacity (vph)
394
903
851
2466
1523
Starvation Cap Reductn
0
0
0
1060
0
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.64
0.53
0.17
0.49
0.52
Intersection Summary
Area Type: Other
Cycle Length: 145
Actuated Cycle Length: 122.1
Natural Cycle: 115
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.83
Intersection Signal Delay: 27.1 Intersection LOS: C
Intersection Capacity Utilization 65.7% ICU Level of Service C
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�3I}
�3
r3
-3
T
Tt 0 2
--04
-rk 10
o f
42 s
E30
s
11
62 s
4;:2
4;2
4;2
2
445
AD6
� 14
� 8
12 sl E60s
1 m4ss
1 030S
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o2 o4 o8 010 o14
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
124
49
123
0
0
0
0
617
455
364
668
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
120
0
0
0
Storage Lanes
1
0
0
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.904
0.936
Flt Protected
0.950
0.995
0.950
Satd. Flow (prot)
1610
3049
0
0
0
0
0
4760
0
1770
3539
0
Flt Permitted
0.950
0.995
0.118
Satd. Flow (perm)
1610
3049
0
0
0
0
0
4760
0
220
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
134
121
Link Speed (mph)
45
45
40
40
Link Distance (ft)
340
1061
355
513
Travel Time (s)
5.2
16.1
6.1
8.7
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
135
53
134
0
0
0
0
671
495
396
726
0
Shared Lane Traffic (%)
17%
Lane Group Flow (vph)
112
210
0
0
0
0
0
1166
0
396
726
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4 10
2
1
12
Permitted Phases
4 10
12
Detector Phase
4 10
4 10
2
1
12
Switch Phase
Minimum Initial (s)
10.0
5.0
Minimum Split (s)
30.0
23.0
Total Split (s)
42.0
62.0
Total Split (%)
29.0%
42.8%
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
Lead
Lag
Lead -Lag Optimize?
Yes
Yes
Recall Mode
Min
None
Act Effct Green (s)
24.3
24.3
33.8
76.3
83.5
Actuated g/C Ratio
0.20
0.20
0.28
0.62
0.68
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group
o4
o5
o6
o8
010
o14
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
4
5
6
8
10
14
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
4.0
5.0
10.0
5.0
4.0
4.0
Minimum Split (s)
30.0
12.0
25.0
30.0
11.0
11.0
Total Split (s)
30.0
60.0
43.0
30.0
11.0
12.0
Total Split (%)
21 %
41 %
30%
21 %
8%
8%
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
Min
None
None
None
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 7
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total Wsyn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR WBL
WBT WBR NBL NBT NBR
SBL
SBT SBR
v/c Ratio
0.35
0.29
0.93dr
0.58
0.30
Control Delay
48.2
18.1
44.4
8.0
1.6
Queue Delay
0.0
0.0
0.0
0.2
0.4
Total Delay
48.2
18.1
44.4
8.1
1.9
LOS
D
B
D
A
A
Approach Delay
28.6
44.4
4.1
Approach LOS
C
D
A
Queue Length 50th (ft)
89
29
301
7
5
Queue Length 95th (ft)
162
69
#435
53
5
Internal Link Dist (ft)
260
981 275
433
Turn Bay Length (ft)
Base Capacity (vph)
331
733
1479
860
2462
Starvation Cap Reductn
0
0
0
70
1125
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.34
0.29
0.79
0.50
0.54
Intersection Summary
Area Type: Other
Cycle Length: 145
Actuated Cycle Length: 122.1
Natural Cycle: 115
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.83
Intersection Signal Delay: 25.2 Intersection LOS: C
Intersection Capacity Utilization 65.7% ICU Level of Service C
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�3I}
�3
-3
=3
T
Tt 0 2
--04
r 10
o 1
42 s
E30
s
11
62 s
�;:2
2
=2
2
445
AD6
� 14
� 8
12sl E60s
1 m4ss
1 030S
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o4 o5 o6 o8 010 o14
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total AM.syn
4: White Chapel Blvd & Countryside Crt
7/7/2014
t
t
II
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
tt
t
Volume (vph)
0
17
79
1078
697
87
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
150
0
Storage Lanes
0
1
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
0.95
0.95
0.95
Ped Bike Factor
Frt
0.865
0.983
Flt Protected
0.950
Satd. Flow (prot)
0
1611
1770
3539
3479
0
Flt Permitted
0.950
Satd. Flow (perm)
0
1611
1770
3539
3479
0
Link Speed (mph)
30
40
40
Link Distance (ft)
350
416
355
Travel Time (s)
8.0
7.1
6.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
18
82
1123
726
91
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
18
82
1123
817
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 33.1 % ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total AM.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
+'
r
Volume (vph)
214
139
167
42
15
25
33
916
75
12
560
115
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
100
83
0
100
0
100
0
Storage Lanes
0
1
0
0
0
0
0
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
0.95
Ped Bike Factor
Frt
0.850
0.959
0.989
0.975
Flt Protected
0.971
0.975
0.998
0.999
Satd. Flow (prot)
0
1809
1583
0
1742
0
0
3493
0
0
3447
0
Flt Permitted
0.971
0.975
0.998
0.999
Satd. Flow (perm)
0
1809
1583
0
1742
0
0
3493
0
0
3447
0
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
772
Travel Time (s)
9.1
23.2
5.2
13.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
233
151
182
46
16
27
36
996
82
13
609
125
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
384
182
0
89
0
0
1114
0
0
747
0
Sign Control
Yield
Yield
Yield
Yield
Intersection Summary
Area Type: Other
Control Type: Roundabout
Intersection Capacity Utilization 85.3% ICU Level of Service E
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
292
23
0
0
0
23
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.989
0.865
Flt Protected
Satd. Flow (prot)
5029
0
0
0
0
1611
Flt Permitted
Satd. Flow (perm)
5029
0
0
0
0
1611
Link Speed (mph)
45
45
30
Link Distance (ft)
551
340
148
Travel Time (s)
8.3
5.2
3.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
317
25
0
0
0
25
Shared Lane Traffic (%)
Lane Group Flow (vph)
342
0
0
0
0
25
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 16.2% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total AM.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
1
5
135
12
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.869
Flt Protected
0.950
Satd. Flow (prot)
0
1863
1619
0
1770
0
Flt Permitted
0.950
Satd. Flow (perm)
0
1863
1619
0
1770
0
Link Speed (mph)
30
30
30
Link Distance (ft)
284
350
146
Travel Time (s)
6.5
8.0
3.3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
1
5
147
13
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
1
152
0
13
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 18.6% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total AM.syn
17: White Chapel Blvd
7/7/2014
t
L*
I
t
Lane Group
WBL
WBR
NBT
NBR
SBU
SBL
SBT
Lane Configurations
tt
A
tt
Volume (vph)
0
0
1153
0
3
0
711
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
150
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
0.95
1.00
1.00
1.00
0.95
Ped Bike Factor
Frt
Flt Protected
0.950
Satd. Flow (prot)
0
0
3539
0
1770
0
3539
Flt Permitted
0.950
Satd. Flow (perm)
0
0
3539
0
1770
0
3539
Link Speed (mph)
30
40
40
Link Distance (ft)
218
772
416
Travel Time (s)
5.0
13.2
7.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
0
1253
0
3
0
773
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
0
1253
0
3
0
773
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 35.2% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 14
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014
t i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
125
12
379
160
17
424
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.960
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
1788
0
0
1859
Flt Permitted
0.950
0.977
Satd. Flow (perm)
1770
1583
1788
0
0
1820
Right Turn on Red
Yes
Yes
Satd. Flow (RTOR)
13
63
Link Speed (mph)
30
40
40
Link Distance (ft)
1240
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
136
13
412
174
18
461
Shared Lane Traffic (%)
Lane Group Flow (vph)
136
13
586
0
0
479
Turn Type
Prot
Perm
NA
Perm
NA
Protected Phases
8
2
6
Permitted Phases
8
6
Detector Phase
8
8
2
6
6
Switch Phase
Minimum Initial (s)
4.0
4.0
4.0
4.0
4.0
Minimum Split (s)
20.0
20.0
20.0
20.0
20.0
Total Split (s)
20.0
20.0
20.0
20.0
20.0
Total Split (%)
50.0%
50.0%
50.0%
50.0%
50.0%
Yellow Time (s)
3.5
3.5
3.5
3.5
3.5
All -Red Time (s)
0.5
0.5
0.5
0.5
0.5
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.0
4.0
4.0
4.0
Lead/Lag
Lead -Lag Optimize?
Recall Mode
None
None
Min
Min
Min
Act Effct Green (s)
8.0
8.0
23.5
23.5
Actuated g/C Ratio
0.24
0.24
0.72
0.72
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014
t i
Lane Group
WBL
WBR
NBT NBR
SBL SBT
v/c Ratio
0.32
0.03
0.45
0.37
Control Delay
12.7
5.7
6.2
5.8
Queue Delay
0.0
0.0
0.0
0.0
Total Delay
12.7
5.7
6.2
5.8
LOS
B
A
A
A
Approach Delay
12.1
6.2
5.8
Approach LOS
B
A
A
Queue Length 50th (ft)
26
0
53
47
Queue Length 95th (ft)
43
6
#132
107
Internal Link Dist (ft)
1160
899
823
Turn Bay Length (ft)
Base Capacity (vph)
885
798
1297
1302
Starvation Cap Reductn
0
0
0
0
Spillback Cap Reductn
0
0
0
0
Storage Cap Reductn
0
0
0
0
Reduced v/c Ratio
0.15
0.02
0.45
0.37
Intersection Summary
Area Type: Other
Cycle Length: 40
Actuated Cycle Length: 32.8
Natural Cycle: 45
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.45
Intersection Signal Delay: 6.8 Intersection LOS: A
Intersection Capacity Utilization 49.7% ICU Level of Service A
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: White Chapel Blvd & E Kirkwood Blvd
02
20Is
T 063
20 s
20 s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
)
tt
r
tt
tt
Volume (vph)
0
0
0
365
68
245
136
637
0
0
686
39
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
1
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.86
0.86
1.00
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.850
0.992
Flt Protected
0.950
0.965
0.950
Satd. Flow (prot)
0
0
0
1522
4638
1583
1770
3539
0
0
5045
0
Flt Permitted
0.950
0.965
0.217
Satd. Flow (perm)
0
0
0
1522
4638
1583
404
3539
0
0
5045
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
266
6
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
513
443
Travel Time (s)
16.0
20.6
8.7
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
0
0
0
397
74
266
148
692
0
0
746
42
Shared Lane Traffic (%)
50%
Lane Group Flow (vph)
0
0
0
198
273
266
148
692
0
0
788
0
Turn Type
Perm
NA
Perm
pm+pt
NA
NA
Protected Phases
8 14
5
5 6
6
Permitted Phases
8 14
8 14
5 6
Detector Phase
8 14
8 14
8 14
5
5 6
6
Switch Phase
Minimum Initial (s)
5.0
10.0
Minimum Split (s)
12.0
25.0
Total Split (s)
53.0
48.0
Total Split (%)
36.6%
33.1%
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
Min
Act Effct Green (s)
30.5
30.5
30.5
64.0
71.3
27.0
Actuated g/C Ratio
0.26
0.26
0.26
0.55
0.61
0.23
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 3
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group
01
o2
o4
o8
010
o14
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
1
2
4
8
10
14
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
4.0
5.0
4.0
4.0
Minimum Split (s)
23.0
30.0
30.0
30.0
11.0
11.0
Total Split (s)
64.0
45.0
22.0
30.0
14.0
14.0
Total Split(%)
44%
31%
15%
21%
10%
10%
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
Min
None
None
None
None
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL
EBT EBR
WBL
WBT
WBR
NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.50
0.22
0.44
0.23
0.32
0.67
Control Delay
44.1
36.2
6.9
2.2
3.2
44.5
Queue Delay
0.0
0.0
0.0
0.0
0.2
0.0
Total Delay
44.1
36.2
6.9
2.2
3.4
44.5
LOS
D
D
A
A
A
D
Approach Delay
27.8
3.2
44.5
Approach LOS
C
A
D
Queue Length 50th (ft)
154
65
0
3
5
207
Queue Length 95th (ft)
274
105
70
4
7
278
Internal Link Dist (ft)
978
1277
433
363
Turn Bay Length (ft)
Base Capacity (vph)
405
1237
617
801
2637
1856
Starvation Cap Reductn
0
0
0
0
1043
0
Spillback Cap Reductn
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
Reduced v/c Ratio
0.49
0.22
0.43
0.18
0.43
0.42
Intersection Summary
Area Type: Other
Cycle Length: 145
Actuated Cycle Length: 116.4
Natural Cycle: 115
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 24.6 Intersection LOS: C
Intersection Capacity Utilization 71.8% ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
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-3
-3
T
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45s
1 E22-s
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1 E64s
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O5
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14s I E-53s
1 E48s
1 E30s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o2 o4 o8 010 o14
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
r
Vii
ft
Volume (vph)
124
49
123
0
0
0
0
617
455
364
668
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
120
0
0
0
Storage Lanes
1
0
0
0
1
1
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.95
1.00
1.00
0.95
1.00
Ped Bike Factor
Frt
0.904
0.850
Flt Protected
0.950
0.995
0.950
Satd. Flow (prot)
1610
3049
0
0
0
0
0
3539
1583
1770
3539
0
Flt Permitted
0.950
0.995
0.226
Satd. Flow (perm)
1610
3049
0
0
0
0
0
3539
1583
421
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
134
484
Link Speed (mph)
45
45
40
40
Link Distance (ft)
340
1061
355
513
Travel Time (s)
5.2
16.1
6.1
8.7
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
135
53
134
0
0
0
0
671
495
396
726
0
Shared Lane Traffic (%)
17%
Lane Group Flow (vph)
112
210
0
0
0
0
0
671
495
396
726
0
Turn Type
Perm
NA
NA
Perm
pm+pt
NA
Protected Phases
4 10
2
1
12
Permitted Phases
4 10
2
12
Detector Phase
4 10
4 10
2
2
1
12
Switch Phase
Minimum Initial (s)
10.0
10.0
5.0
Minimum Split (s)
30.0
30.0
23.0
Total Split (s)
45.0
45.0
64.0
Total Split (%)
31.0%
31.0%
44.1%
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
Min
Min
None
Act Effct Green (s)
25.3
25.3
31.3
31.3
69.2
76.5
Actuated g/C Ratio
0.22
0.22
0.27
0.27
0.59
0.66
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 7
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group
o4
o5
o6
o8
010
o14
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
4
5
6
8
10
14
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
4.0
5.0
10.0
5.0
4.0
4.0
Minimum Split (s)
30.0
12.0
25.0
30.0
11.0
11.0
Total Split (s)
22.0
53.0
48.0
30.0
14.0
14.0
Total Split (%)
15%
37%
33%
21%
10%
10%
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
Min
None
None
None
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT
EBR WBL
WBT WBR NBL NBT
NBR
SBL
SBT SBR
v/c Ratio
0.32
0.27
0.70
0.63
0.58
0.31
Control Delay
46.1
17.8
44.3
8.0
6.6
2.2
Queue Delay
0.0
0.0
0.0
0.0
0.2
0.2
Total Delay
46.1
17.8
44.3
8.0
6.8
2.4
LOS
D
B
D
A
A
A
Approach Delay
27.7
28.9
4.0
Approach LOS
C
C
A
Queue Length 50th (ft)
83
26
247
6
6
0
Queue Length 95th (ft)
164
70
363
107
22
0
Internal Link Dist (ft)
260
981 275
433
Turn Bay Length (ft)
Base Capacity (vph)
346
762
1204
857
973
2560
Starvation Cap Reductn
0
0
0
0
118
1010
Spillback Cap Reductn
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
Reduced v/c Ratio
0.32
0.28
0.56
0.58
0.46
0.47
Intersection Summary
Area Type: Other
Cycle Length: 145
Actuated Cycle Length: 116.4
Natural Cycle: 115
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 18.0 Intersection LOS: B
Intersection Capacity Utilization 71.8% ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
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-3
-3
T
T 102
�04
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O 1
45s
1 E22-s
I MY4s
I E64s
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r2
=2
t05
� 14
O5
� 8
14s I E-53s
1 E48s
1 E30s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o4 o5 o6 o8 010 o14
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
4: White Chapel Blvd & Countryside Crt II 7/7/2014
t t
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
tt
t
Volume (vph)
0
17
79
1078
697
87
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
150
0
Storage Lanes
0
1
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
0.95
0.95
0.95
Ped Bike Factor
Frt
0.865
0.983
Flt Protected
0.950
Satd. Flow (prot)
0
1611
1770
3539
3479
0
Flt Permitted
0.950
Satd. Flow (perm)
0
1611
1770
3539
3479
0
Link Speed (mph)
30
40
40
Link Distance (ft)
350
416
355
Travel Time (s)
8.0
7.1
6.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
18
82
1123
726
91
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
18
82
1123
817
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 33.1 % ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
+'
r
Volume (vph)
214
139
167
42
15
25
33
916
75
12
560
115
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
100
83
0
100
0
100
0
Storage Lanes
0
1
0
0
0
0
0
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
0.95
Ped Bike Factor
Frt
0.850
0.959
0.989
0.975
Flt Protected
0.971
0.975
0.998
0.999
Satd. Flow (prot)
0
1809
1583
0
1742
0
0
3493
0
0
3447
0
Flt Permitted
0.971
0.975
0.998
0.999
Satd. Flow (perm)
0
1809
1583
0
1742
0
0
3493
0
0
3447
0
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
772
Travel Time (s)
9.1
23.2
5.2
13.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
233
151
182
46
16
27
36
996
82
13
609
125
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
384
182
0
89
0
0
1114
0
0
747
0
Sign Control
Yield
Yield
Yield
Yield
Intersection Summary
Area Type: Other
Control Type: Roundabout
Intersection Capacity Utilization 85.3% ICU Level of Service E
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
292
23
0
0
0
23
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.989
0.865
Flt Protected
Satd. Flow (prot)
5029
0
0
0
0
1611
Flt Permitted
Satd. Flow (perm)
5029
0
0
0
0
1611
Link Speed (mph)
45
45
30
Link Distance (ft)
551
340
148
Travel Time (s)
8.3
5.2
3.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
317
25
0
0
0
25
Shared Lane Traffic (%)
Lane Group Flow (vph)
342
0
0
0
0
25
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 16.2% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
1
5
135
12
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.869
Flt Protected
0.950
Satd. Flow (prot)
0
1863
1619
0
1770
0
Flt Permitted
0.950
Satd. Flow (perm)
0
1863
1619
0
1770
0
Link Speed (mph)
30
30
30
Link Distance (ft)
284
350
146
Travel Time (s)
6.5
8.0
3.3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
1
5
147
13
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
1
152
0
13
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 18.6% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 14
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total AM 4-phase w widening.syn
17: White Chapel Blvd
7/7/2014
t
L*
I
t
Lane Group
WBL
WBR
NBT
NBR
SBU
SBL
SBT
Lane Configurations
tt
A
tt
Volume (vph)
0
0
1153
0
3
0
711
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
150
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
0.95
1.00
1.00
1.00
0.95
Ped Bike Factor
Frt
Flt Protected
0.950
Satd. Flow (prot)
0
0
3539
0
1770
0
3539
Flt Permitted
0.950
Satd. Flow (perm)
0
0
3539
0
1770
0
3539
Link Speed (mph)
30
40
40
Link Distance (ft)
218
772
416
Travel Time (s)
5.0
13.2
7.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
0
1253
0
3
0
773
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
0
1253
0
3
0
773
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 35.2% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 15
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total PM.syn
1: White Chapel Blvd & E Kirkwood Blvd
7/7/2014
t
II
i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
265
18
432
208
12
249
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.956
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
1781
0
0
1859
Flt Permitted
0.950
0.998
Satd. Flow (perm)
1770
1583
1781
0
0
1859
Link Speed (mph)
30
40
40
Link Distance (ft)
1240
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
288
20
470
226
13
271
Shared Lane Traffic (%)
Lane Group Flow (vph)
288
20
696
0
0
284
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 56.8% ICU Level of Service B
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tt
tt
Volume (vph)
0
0
0
623
1014
400
185
649
0
0
1037
61
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.91
0.91
0.95
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.959
0.992
Flt Protected
0.950
0.998
0.950
Satd. Flow (prot)
0
0
0
1610
3245
0
1770
3539
0
0
5045
0
Flt Permitted
0.950
0.998
0.121
Satd. Flow (perm)
0
0
0
1610
3245
0
225
3539
0
0
5045
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
35
5
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
513
443
Travel Time (s)
16.0
20.6
8.7
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
0
0
0
677
1102
435
201
705
0
0
1127
66
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
0
0
0
609
1605
0
201
705
0
0
1193
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8 14
5
5 6
6
Permitted Phases
8 14
5 6
Detector Phase
8 14
8 14
5
5 6
6
Switch Phase
Minimum Initial (s)
5.0
10.0
Minimum Split (s)
12.0
25.0
Total Split (s)
53.0
40.0
Total Split (%)
35.3%
26.7%
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
Min
Act Effct Green (s)
50.0
50.0
74.6
81.6
33.0
Actuated g/C Ratio
0.34
0.34
0.51
0.56
0.23
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group
01
o2
o4
o8
010
o14
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
1
2
4
8
10
14
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
5.0
5.0
2.0
2.0
Minimum Split (s)
25.0
30.0
25.0
30.0
9.0
9.0
Total Split (s)
75.0
39.0
26.0
45.0
10.0
12.0
Total Split (%)
50%
26%
17%
30%
7%
8%
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
Min
None
None
None
None
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 3
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total PM.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL EBT EBR
WBL
WBT
WBR NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
1.10
1.41
0.36
0.36
1.04
Control Delay
113.6
225.9
4.2
3.9
91.3
Queue Delay
0.0
0.0
0.0
1.1
9.0
Total Delay
113.6
225.9
4.2
5.0
100.3
LOS
F
F
A
A
F
Approach Delay
195.0
4.8
100.3
Approach LOS
F
A
F
Queue Length 50th (ft)
-725
-1123
11
20
-449
Queue Length 95th (ft)
#1021
#1314
m13
m22
#570
Internal Link Dist (ft) 978
1277
433
363
Turn Bay Length (ft)
Base Capacity (vph)
552
1137
609
1935
1147
Starvation Cap Reductn
0
0
0
940
0
Spillback Cap Reductn
0
0
0
0
26
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
1.10
1.41
0.33
0.71
1.06
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 145.7
Natural Cycle: 150
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.41
Intersection Signal Delay: 128.9 Intersection LOS: F
Intersection Capacity Utilization 88.4% ICU Level of Service E
Analysis Period (min) 15
Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
=3
�3
3
r3
}
TI D2
AD
--lb'04
001
!-31
39s 1 E26s
10s E75s
=2 4;2
2
=2
�t06
014 05
03
112sl E53s 1 E40
s 1 E45
s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o2 o4 o8 010 o14
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
135
132
208
0
0
0
0
659
266
534
1102
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
120
0
0
0
Storage Lanes
1
0
0
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.912
0.957
Flt Protected
0.950
0.998
0.950
Satd. Flow (prot)
1610
3086
0
0
0
0
0
4867
0
1770
3539
0
Flt Permitted
0.950
0.998
0.126
Satd. Flow (perm)
1610
3086
0
0
0
0
0
4867
0
235
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
128
62
Link Speed (mph)
45
45
40
40
Link Distance (ft)
340
1061
355
513
Travel Time (s)
5.2
16.1
6.1
8.7
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
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%
Adj. Flow (vph)
142
139
219
0
0
0
0
694
280
562
1160
0
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
128
372
0
0
0
0
0
974
0
562
1160
0
Turn Type
Perm
NA
NA
pm+pt
NA
Protected Phases
4 10
2
1
12
Permitted Phases
4 10
12
Detector Phase
4 10
4 10
2
1
12
Switch Phase
Minimum Initial (s)
10.0
5.0
Minimum Split (s)
30.0
25.0
Total Split (s)
39.0
75.0
Total Split (%)
26.0%
50.0%
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
Lead
Lag
Lead -Lag Optimize?
Yes
Yes
Recall Mode
Min
None
Act Effct Green (s)
24.9
24.9
31.8
99.8
106.8
Actuated g/C Ratio
0.17
0.17
0.22
0.68
0.73
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group
o4
o5
o6
o8
010
o14
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
4
5
6
8
10
14
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
2.0
2.0
Minimum Split (s)
25.0
12.0
25.0
30.0
9.0
9.0
Total Split (s)
26.0
53.0
40.0
45.0
10.0
12.0
Total Split (%)
17%
35%
27%
30%
7%
8%
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
Min
None
None
None
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 7
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total PM.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT EBR WBL
WBT WBR NBL NBT
NBR SBL
SBT SBR
v/c Ratio
0.47
0.59
0.88
0.64
0.45
Control Delay
60.3
39.8
61.4
8.2
0.8
Queue Delay
0.0
0.0
0.0
4.1
5.2
Total Delay
60.3
39.8
61.4
12.3
5.9
LOS
E
D
E
B
A
Approach Delay
45.1
61.4
8.0
Approach LOS
D
E
A
Queue Length 50th (ft)
121
118
312
64
0
Queue Length 95th (ft)
196
175
#397
m60
m0
Internal Link Dist (ft)
260
981 275
433
Turn Bay Length (ft)
Base Capacity (vph)
253
592
1118
878
2601
Starvation Cap Reductn
0
0
0
232
1361
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.51
0.63
0.87
0.87
0.94
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 145.7
Natural Cycle: 150
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 1.41
Intersection Signal Delay: 30.1 Intersection LOS: C
Intersection Capacity Utilization 88.4% ICU Level of Service E
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�3I}
�3
�3
�3
Tt 0 2
--lb'04
001 C
41
39s
1 E26s
10s E75s
�2
4;2
2
r2
'4405
�t06
14
08
112sl E53s
1 E40
s
I E45s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o4 o5 o6 o8 010 o14
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total PM.syn
4: White Chapel Blvd & Countryside Crt
7/7/2014
t
t
II
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
tt
t
Volume (vph)
0
76
31
924
1267
36
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
150
0
Storage Lanes
0
1
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
0.95
0.95
0.95
Ped Bike Factor
Frt
0.865
0.996
Flt Protected
0.950
Satd. Flow (prot)
0
1611
1770
3539
3525
0
Flt Permitted
0.950
Satd. Flow (perm)
0
1611
1770
3539
3525
0
Link Speed (mph)
30
40
40
Link Distance (ft)
350
416
355
Travel Time (s)
8.0
7.1
6.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
79
32
963
1320
38
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
79
32
962
1358
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 47.5% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total PM.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
+'
r
Volume (vph)
76
50
61
93
21
11
68
826
36
0
1227
79
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
100
83
0
100
0
100
0
Storage Lanes
0
1
0
0
0
0
0
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
0.95
Ped Bike Factor
Frt
0.850
0.988
0.994
0.991
Flt Protected
0.971
0.964
0.996
Satd. Flow (prot)
0
1809
1583
0
1774
0
0
3504
0
0
3507
0
Flt Permitted
0.971
0.964
0.996
Satd. Flow (perm)
0
1809
1583
0
1774
0
0
3504
0
0
3507
0
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
772
Travel Time (s)
9.1
23.2
5.2
13.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
78
51
62
95
21
11
69
843
37
0
1252
81
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
129
62
0
127
0
0
949
0
0
1333
0
Sign Control
Yield
Yield
Yield
Yield
Intersection Summary
Area Type: Other
Control Type: Roundabout
Intersection Capacity Utilization 86.0% ICU Level of Service E
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
364
9
0
0
0
160
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.996
0.865
Flt Protected
Satd. Flow (prot)
5065
0
0
0
0
1611
Flt Permitted
Satd. Flow (perm)
5065
0
0
0
0
1611
Link Speed (mph)
45
45
30
Link Distance (ft)
551
340
148
Travel Time (s)
8.3
5.2
3.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
396
10
0
0
0
174
Shared Lane Traffic (%)
Lane Group Flow (vph)
406
0
0
0
0
174
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 23.8% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total PM.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
6
3
55
46
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.871
Flt Protected
0.950
Satd. Flow (prot)
0
1863
1622
0
1770
0
Flt Permitted
0.950
Satd. Flow (perm)
0
1863
1622
0
1770
0
Link Speed (mph)
30
30
30
Link Distance (ft)
284
350
146
Travel Time (s)
6.5
8.0
3.3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
7
3
60
50
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
7
63
0
50
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 13.6% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total PM.syn
8: White Chapel Blvd
7/7/2014
t
L*
I
t
Lane Group
WBL
WBR
NBT
NBR
SBU
SBL
SBT
Lane Configurations
tt
A
tt
Volume (vph)
0
0
931
0
23
0
1320
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
150
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
0.95
1.00
1.00
1.00
0.95
Ped Bike Factor
Frt
Flt Protected
0.950
Satd. Flow (prot)
0
0
3539
0
1770
0
3539
Flt Permitted
0.950
Satd. Flow (perm)
0
0
3539
0
1770
0
3539
Link Speed (mph)
30
40
40
Link Distance (ft)
218
772
416
Travel Time (s)
5.0
13.2
7.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
0
1012
0
25
0
1435
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
0
1012
0
25
0
1435
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.8% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 14
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014
t i
Lane Group
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
r
Volume (vph)
265
18
432
208
12
249
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
1
1
0
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.850
0.956
Flt Protected
0.950
0.998
Satd. Flow (prot)
1770
1583
1781
0
0
1859
Flt Permitted
0.950
0.968
Satd. Flow (perm)
1770
1583
1781
0
0
1803
Right Turn on Red
Yes
Yes
Satd. Flow (RTOR)
20
72
Link Speed (mph)
30
40
40
Link Distance (ft)
1240
979
903
Travel Time (s)
28.2
16.7
15.4
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
288
20
470
226
13
271
Shared Lane Traffic (%)
Lane Group Flow (vph)
288
20
696
0
0
284
Turn Type
Prot
Perm
NA
Perm
NA
Protected Phases
8
2
6
Permitted Phases
8
6
Detector Phase
8
8
2
6
6
Switch Phase
Minimum Initial (s)
4.0
4.0
4.0
4.0
4.0
Minimum Split (s)
20.0
20.0
20.0
20.0
20.0
Total Split (s)
20.0
20.0
20.0
20.0
20.0
Total Split (%)
50.0%
50.0%
50.0%
50.0%
50.0%
Yellow Time (s)
3.5
3.5
3.5
3.5
3.5
All -Red Time (s)
0.5
0.5
0.5
0.5
0.5
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.0
4.0
4.0
4.0
Lead/Lag
Lead -Lag Optimize?
Recall Mode
None
None
Min
Min
Min
Act Effct Green (s)
10.9
10.9
20.2
20.2
Actuated g/C Ratio
0.31
0.31
0.57
0.57
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 1
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014
t i
Lane Group
WBL
WBR
NBT NBR
SBL SBT
v/c Ratio
0.53
0.04
0.67
0.28
Control Delay
13.9
4.4
14.7
7.7
Queue Delay
0.0
0.0
0.0
0.0
Total Delay
13.9
4.4
14.7
7.7
LOS
B
A
B
A
Approach Delay
13.3
14.7
7.7
Approach LOS
B
B
A
Queue Length 50th (ft)
43
0
85
29
Queue Length 95th (ft)
87
8
#301
83
Internal Link Dist (ft)
1160
899
823
Turn Bay Length (ft)
Base Capacity (vph)
803
729
1041
1022
Starvation Cap Reductn
0
0
0
0
Spillback Cap Reductn
0
0
0
0
Storage Cap Reductn
0
0
0
0
Reduced v/c Ratio
0.36
0.03
0.67
0.28
Intersection Summary
Area Type: Other
Cycle Length: 40
Actuated Cycle Length: 35.6
Natural Cycle: 50
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay: 12.8 Intersection LOS: B
Intersection Capacity Utilization 56.8% ICU Level of Service B
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: White Chapel Blvd & E Kirkwood Blvd
02
20Is
T 063
20 s
20 s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 2
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
2: White Chapel Blvd & SH 114 WBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
)
t
tt
tt
Volume (vph)
0
0
0
623
1014
400
185
649
0
0
1037
61
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
0
0
145
240
Storage Lanes
0
0
1
0
1
0
1
1
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
0.86
0.86
0.91
1.00
0.95
1.00
1.00
0.91
0.91
Ped Bike Factor
Frt
0.961
0.992
Flt Protected
0.950
0.996
0.950
Satd. Flow (prot)
0
0
0
1522
4600
0
1770
3539
0
0
5045
0
Flt Permitted
0.950
0.996
0.104
Satd. Flow (perm)
0
0
0
1522
4600
0
194
3539
0
0
5045
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
73
6
Link Speed (mph)
45
45
40
40
Link Distance (ft)
1058
1357
513
443
Travel Time (s)
16.0
20.6
8.7
7.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
1.00
1.00
1.00
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
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%
Adj. Flow (vph)
0
0
0
677
1102
435
201
705
0
0
1127
66
Shared Lane Traffic (%)
18%
Lane Group Flow (vph)
0
0
0
555
1659
0
201
705
0
0
1193
0
Turn Type
Perm
NA
pm+pt
NA
NA
Protected Phases
8 14
5
5 6
6
Permitted Phases
8 14
5 6
Detector Phase
8 14
8 14
5
5 6
6
Switch Phase
Minimum Initial (s)
5.0
10.0
Minimum Split (s)
12.0
25.0
Total Split (s)
35.0
46.0
Total Split (%)
23.3%
30.7%
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
Min
Act Effct Green (s)
61.6
61.6
66.6
73.6
38.6
Actuated g/C Ratio
0.41
0.41
0.45
0.49
0.26
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 3
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group
01
o2
o4
o8
010
o14
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
1
2
4
8
10
14
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
5.0
5.0
2.0
2.0
Minimum Split (s)
25.0
30.0
25.0
30.0
9.0
9.0
Total Split (s)
87.0
38.0
11.0
55.0
14.0
14.0
Total Split (%)
58%
25%
7%
37%
9%
9%
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
Min
None
None
None
None
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 4
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
2: White Chapel Blvd & SH 114 WBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group EBL
EBT EBR
WBL
WBT WBR
NBL
NBT NBR
SBL SBT
SBR
v/c Ratio
0.88
0.85
0.53
0.40
0.91
Control Delay
57.7
43.3
8.8
6.3
64.5
Queue Delay
0.0
0.0
0.0
1.2
1.9
Total Delay
57.7
43.3
8.8
7.5
66.4
LOS
E
D
A
A
E
Approach Delay
46.9
7.7
66.4
Approach LOS
D
A
E
Queue Length 50th (ft)
579
546
17
80
415
Queue Length 95th (ft)
#840
617
m20
m94
#481
Internal Link Dist (ft)
978
1277
433
363
Turn Bay Length (ft)
Base Capacity (vph)
618
1910
382
1754
1323
Starvation Cap Reductn
0
0
0
769
0
Spillback Cap Reductn
0
0
0
0
50
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.90
0.87
0.53
0.72
0.94
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 149.2
Natural Cycle: 150
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 44.0 Intersection LOS: D
Intersection Capacity Utilization 80.0% ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR
�3I}
�3
�3
�3
Tt02
--4
--k 10
o1
38 s 1 ff11
14 s 087s
�;:2
�2
�;2
r2
�
II}
�
14
05
O6
3
14s Esss
I 046s
55s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 5
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
2: White Chapel Blvd & SH 114 WBFR 7/7/2014
Lane Group 01 o2 o4 o8 010 o14
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 6
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
3: White Chapel Blvd & SH 114 EBFR II 7/7/2014
--1. t i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
4M
tO
Vii
tt
Volume (vph)
135
132
208
0
0
0
0
659
266
534
1102
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
0
0
0
120
0
0
0
Storage Lanes
1
0
0
0
1
0
1
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
0.91
0.91
0.95
1.00
1.00
1.00
1.00
0.91
0.91
1.00
0.95
1.00
Ped Bike Factor
Frt
0.912
0.957
Flt Protected
0.950
0.998
0.950
Satd. Flow (prot)
1610
3086
0
0
0
0
0
4867
0
1770
3539
0
Flt Permitted
0.950
0.998
0.950
Satd. Flow (perm)
1610
3086
0
0
0
0
0
4867
0
1770
3539
0
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
157
61
Link Speed (mph)
45
45
40
40
Link Distance (ft)
340
1061
355
513
Travel Time (s)
5.2
16.1
6.1
8.7
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
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%
Adj. Flow (vph)
142
139
219
0
0
0
0
694
280
562
1160
0
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
128
372
0
0
0
0
0
974
0
562
1160
0
Turn Type
Perm
NA
NA
Prot
NA
Protected Phases
4 10
2
1
12
Permitted Phases
4 10
Detector Phase
4 10
4 10
2
1
12
Switch Phase
Minimum Initial (s)
10.0
5.0
Minimum Split (s)
30.0
25.0
Total Split (s)
38.0
87.0
Total Split (%)
25.3%
58.0%
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
Lead
Lag
Lead -Lag Optimize?
Yes
Yes
Recall Mode
Min
None
Act Effct Green (s)
17.9
17.9
31.0
79.3
117.3
Actuated g/C Ratio
0.12
0.12
0.21
0.53
0.79
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 7
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group
o4
o5
o6
o8
010
o14
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (Whr)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (Whr)
Parking (#/hr)
Mid -Block Traffic (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Turn Type
Protected Phases
4
5
6
8
10
14
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
5.0
10.0
5.0
2.0
2.0
Minimum Split (s)
25.0
12.0
25.0
30.0
9.0
9.0
Total Split (s)
11.0
35.0
46.0
55.0
14.0
14.0
Total Split (%)
7%
23%
31%
37%
9%
9%
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
Min
None
None
None
Act Effct Green (s)
Actuated g/C Ratio
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 8
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
3: White Chapel Blvd & SH 114 EBFR
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT
EBR WBL
WBT WBR NBL NBT
NBR SBL
SBT SBR
v/c Ratio
0.66
0.73
0.92
0.60
0.42
Control Delay
80.1
45.5
68.0
13.1
2.2
Queue Delay
0.0
0.0
0.0
17.9
3.4
Total Delay
80.1
45.5
68.0
31.0
5.7
LOS
F
D
E
C
A
Approach Delay
54.4
68.0
13.9
Approach LOS
D
E
B
Queue Length 50th (ft)
134
113
326
347
0
Queue Length 95th (ft)
#224
175
#409
m496
m0
Internal Link Dist (ft)
260
981 275
433
Turn Bay Length (ft)
Base Capacity (vph)
194
510
1059
949
2764
Starvation Cap Reductn
0
0
0
382
1478
Spillback Cap Reductn
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
Reduced v/c Ratio
0.66
0.73
0.92
0.99
0.90
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 149.2
Natural Cycle: 150
Control Type: Actuated -Uncoordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 36.8 Intersection LOS: D
Intersection Capacity Utilization 80.0% ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR
�3I}
�3
�3
�3
Tt02
--4
--k 10
o1
38 s 1 ff11
14 s 087s
�;:2
�2
�;2
r2
�
II}
�
14
05
O6
8
14s Esss
I 046s
55s
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 9
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
3: White Chapel Blvd & SH 114 EBFR 7/7/2014
Lane Group o4 o5 o6 o8 010 o14
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
Queue Length 50th (ft)
Queue Length 95th (ft)
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph)
Starvation Cap Reductn
Spillback Cap Reductn
Storage Cap Reductn
Reduced v/c Ratio
Intersection Summary
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 10
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
4: White Chapel Blvd & Countryside Crt II 7/7/2014
t t
Lane Group
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
r
tt
t
Volume (vph)
0
76
31
924
1267
36
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
150
0
Storage Lanes
0
1
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
0.95
0.95
0.95
Ped Bike Factor
Frt
0.865
0.996
Flt Protected
0.950
Satd. Flow (prot)
0
1611
1770
3539
3525
0
Flt Permitted
0.950
Satd. Flow (perm)
0
1611
1770
3539
3525
0
Link Speed (mph)
30
40
40
Link Distance (ft)
350
416
355
Travel Time (s)
8.0
7.1
6.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.96
0.96
0.96
0.96
0.96
0.96
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
79
32
963
1320
38
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
79
32
962
1358
0
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 47.5% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 11
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
5: White Chapel Blvd & Highland St
7/7/2014
--1.
.4---
t
II
i
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
+'
r
Volume (vph)
76
50
61
93
21
11
68
826
36
0
1227
79
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
0%
Storage Length (ft)
0
100
83
0
100
0
100
0
Storage Lanes
0
1
0
0
0
0
0
0
Taper Length (ft)
25
25
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.95
0.95
Ped Bike Factor
Frt
0.850
0.988
0.994
0.991
Flt Protected
0.971
0.964
0.996
Satd. Flow (prot)
0
1809
1583
0
1774
0
0
3504
0
0
3507
0
Flt Permitted
0.971
0.964
0.996
Satd. Flow (perm)
0
1809
1583
0
1774
0
0
3504
0
0
3507
0
Link Speed (mph)
30
30
40
40
Link Distance (ft)
399
1022
306
772
Travel Time (s)
9.1
23.2
5.2
13.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
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 (Whr)
0
0
0
0
0
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
0%
Adj. Flow (vph)
78
51
62
95
21
11
69
843
37
0
1252
81
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
129
62
0
127
0
0
949
0
0
1333
0
Sign Control
Yield
Yield
Yield
Yield
Intersection Summary
Area Type: Other
Control Type: Roundabout
Intersection Capacity Utilization 86.0% ICU Level of Service E
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 12
Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
6: S H 114 E B F R 7/7/2014
-4.
'4-
Lane Group
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
t+'+
r
Volume (vph)
364
9
0
0
0
160
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
0.91
0.91
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.996
0.865
Flt Protected
Satd. Flow (prot)
5065
0
0
0
0
1611
Flt Permitted
Satd. Flow (perm)
5065
0
0
0
0
1611
Link Speed (mph)
45
45
30
Link Distance (ft)
551
340
148
Travel Time (s)
8.3
5.2
3.4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
396
10
0
0
0
174
Shared Lane Traffic (%)
Lane Group Flow (vph)
406
0
0
0
0
174
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 23.8% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 13
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
7: Countryside Crt
7/7/2014
Lane Group
EBL
EBT
WBT
WBR
SBL
SBR
Lane Configurations
+'
Volume (vph)
0
6
3
55
46
0
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
0
Storage Lanes
0
0
1
0
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
Frt
0.871
Flt Protected
0.950
Satd. Flow (prot)
0
1863
1622
0
1770
0
Flt Permitted
0.950
Satd. Flow (perm)
0
1863
1622
0
1770
0
Link Speed (mph)
30
30
30
Link Distance (ft)
284
350
146
Travel Time (s)
6.5
8.0
3.3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
7
3
60
50
0
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
7
63
0
50
0
Sign Control
Free
Free
Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 13.6% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 14
Lanes, Volumes, Timings
Southlake Office Plaza 2025 Total PM 4-phase w widening.syn
8: White Chapel Blvd
7/7/2014
t
L*
I
t
Lane Group
WBL
WBR
NBT
NBR
SBU
SBL
SBT
Lane Configurations
tt
A
tt
Volume (vph)
0
0
931
0
23
0
1320
Ideal Flow (vphpl)
1900
1900
1900
1900
1900
1900
1900
Lane Width (ft)
12
12
12
12
12
12
12
Grade (%)
0%
0%
0%
Storage Length (ft)
0
0
0
150
Storage Lanes
0
0
0
1
Taper Length (ft)
25
25
Lane Util. Factor
1.00
1.00
0.95
1.00
1.00
1.00
0.95
Ped Bike Factor
Frt
Flt Protected
0.950
Satd. Flow (prot)
0
0
3539
0
1770
0
3539
Flt Permitted
0.950
Satd. Flow (perm)
0
0
3539
0
1770
0
3539
Link Speed (mph)
30
40
40
Link Distance (ft)
218
772
416
Travel Time (s)
5.0
13.2
7.1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Growth Factor
100%
100%
100%
100%
100%
100%
100%
Heavy Vehicles (%)
2%
2%
2%
2%
2%
2%
2%
Bus Blockages (Whr)
0
0
0
0
0
0
0
Parking (#/hr)
Mid -Block Traffic (%)
0%
0%
0%
Adj. Flow (vph)
0
0
1012
0
25
0
1435
Shared Lane Traffic (%)
Lane Group Flow (vph)
0
0
1012
0
25
0
1435
Sign Control
Stop
Free
Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.8% ICU Level of Service A
Analysis Period (min) 15
7:30 am 5/29/2014 Baseline Synchro 8 Report
Page 15
SAVANT GPouP
Appendix E: Roundabout Analysis
White Chapel Boulevard Traffic Impact Assessment
MOVEMENT SUMMARY
V Site: Highland @ White Chapel
Year 2020 - AM Peak
Roundabout
South: White Chapel
1 L2 33
2.0 0.469
3.5
LOS A
3.1
2 T1 937
2.0 0.469
1.9
LOS A
3.2
3 R2 74
2.0 0.469
1.7
LOS A
3.2
Approach 1043
2.0 0.469
1.9
LOS A
3.2
East: Highland
4 L2 41
2.0 0.128
5.1
LOS A
0.6
5 T1 15
2.0 0.128
3.6
LOS A
0.6
6 R2 25
2.0 0.128
3.6
LOS A
0.6
Approach 82
2.0 0.128
4.3
LOS A
0.6
North: White Chapel
7 L2 12
2.0 0.245
1.9
LOS A
1.3
8 T1 565
2.0 0.245
0.3
LOS A
1.3
9 R2 1132.0
0.245
0.3
LOS A
1.3
Approach 690
2.0 0.245
0.4
LOS A
1.3
West: Highland
10 L2 211
2.0 0.311
3.3
LOS A
1.4
11 T1 137
2.0 0.311
1.8
LOS A
1.4
12 R2 164
2.0 0.146
1.5
LOS A
0.6
Approach 512
2.0 0.311
2.3
LOS A
1.4
All Vehicles 2327
2.0 0.469
1.6
LOS A
3.2
Level of Service (LOS) Method:
Delay (HCM 2000).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per
movement
Intersection and Approach LOS
values are based on average
delay for
all vehicle movements.
Roundabout Capacity Model: SIDRA
Standard.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap -Acceptance Capacity: SIDRA Standard (Akgelik M3D).
HV (%) values are calculated for
All Movement Classes of All
Heavy Vehicle Model Designation.
21.9
0.61
0.39
30.4
22.7
0.60
0.36
28.3
22.7
0.60
0.33
28.3
22.7
0.60
0.36
28.4
4.0
0.68
0.71
30.1
4.0
0.68
0.71
28.1
4.0
0.68
0.71
28.1
4.0
0.68
0.71
29.1
9.2 0.24 0.08 30.9
9.4 0.24 0.07 28.7
9.4 0.24 0.06 28.7
9.4 0.24 0.07 28.8
10.2
0.53
0.45
30.3
10.2
0.53
0.45
28.2
4.3
0.47
0.31
28.5
10.2
0.51
0.41
29.1
22.7
0.48
0.29
28.7
Processed: Monday, July 07, 2014 2:22:55 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA
SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com
Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2020 Total INTERSECTION 6
AM.sip6
8003775, SAVANT GROUP, INC., PLUS / 1 PC
LEVEL OF SERVICE
V Site: Highland @ White Chapel
Year 2020 - AM Peak
Roundabout
All Movement Classes
I I South East North West Intersection
LOS I A A A A A
r
Level of Service (LOS) Method: Delay (HCM 2000).
Roundabout LOS Method: SIDRA Roundabout LOS.
Lane LOS values are based on average delay per lane.
White Chapel
I I I I I
1 I I
L
Intersection and Approach LOS values are based on average delay for all lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Processed: Monday, July 07, 2014 2:22:55 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA
SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com
Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2020 Total INTERSECTION 6
AM.sip6
8003775, SAVANT GROUP, INC., PLUS / 1 PC
MOVEMENT SUMMARY
V Site: Highland @ White Chapel
Year 2020 - PM Peak
Roundabout
South: White Chapel
1 L2 67
2.0 0.352
2.1
LOS A
2.2
2 T1 852
2.0 0.352
0.5
LOS A
2.3
3 R2 36
2.0 0.352
0.5
LOS A
2.3
Approach 955
2.0 0.352
0.6
LOS A
2.3
East: Highland
4 L2 91
2.0 0.162
4.4
LOS A
0.7
5 T1 21
2.0 0.162
2.9
LOS A
0.7
6 R2 11
2.0 0.162
2.9
LOS A
0.7
Approach 123
2.0 0.162
4.1
LOS A
0.7
North: White Chapel
7 L2 1
2.0 0.510
2.6
LOS A
3.5
8 T1 1265
2.0 0.510
1.0
LOS A
3.6
9 R2 78
2.0 0.510
0.9
LOS A
3.6
Approach 1345
2.0 0.510
1.0
LOS A
3.6
West: Highland
10 L2 75
2.0 0.152
4.5
LOS A
0.7
11 T1 49
2.0 0.152
2.9
LOS A
0.7
12 R2 60
2.0 0.073
2.8
LOS A
0.3
Approach 184
2.0 0.152
3.5
LOS A
0.7
All Vehicles 2607
2.0 0.510
1.2
LOS A
3.6
Level of Service (LOS) Method:
Delay (HCM 2000).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per
movement
Intersection and Approach LOS
values are based on average
delay for
all vehicle movements.
Roundabout Capacity Model: SIDRA
Standard.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap -Acceptance Capacity: SIDRA Standard (Akgelik M3D).
HV (%) values are calculated for
All Movement Classes of All
Heavy Vehicle Model Designation.
15.8
0.35
0.15
30.7
16.2
0.34
0.12
28.6
16.2
0.34
0.09
28.6
16.2
0.34
0.12
28.7
4.7
0.60
0.66
30.2
4.7
0.60
0.66
28.1
4.7
0.60
0.66
28.1
4.7
0.60
0.66
29.6
25.1 0.46 0.20 30.6
25.6 0.45 0.18 28.5
25.6 0.44 0.17 28.5
25.6 0.45 0.18 28.5
5.0
0.69
0.65
30.1
5.0
0.69
0.65
28.1
2.4
0.67
0.58
28.3
5.0
0.68
0.63
29.0
25.6
0.43
0.21
28.7
Processed: Monday, July 07, 2014 2:26:46 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA
SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com
Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2020 Total INTERSECTION 6
PM.sip6
8003775, SAVANT GROUP, INC., PLUS / 1 PC
LEVEL OF SERVICE
V Site: Highland @ White Chapel
Year 2020 - PM Peak
Roundabout
All Movement Classes
I I South East North West Intersection
LOS I A A A A A
r
Level of Service (LOS) Method: Delay (HCM 2000).
Roundabout LOS Method: SIDRA Roundabout LOS.
Lane LOS values are based on average delay per lane.
White Chapel
I I I I I
1 I I
L
Intersection and Approach LOS values are based on average delay for all lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Processed: Monday, July 07, 2014 2:26:46 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA
SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com
Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2020 Total INTERSECTION 6
PM.sip6
8003775, SAVANT GROUP, INC., PLUS / 1 PC
MOVEMENT SUMMARY
V Site: Highland @ White Chapel
Year 2025 - AM Peak
Roundabout
South: White Chapel
1 L2 36
2.0 0.517
4.1
LOS A
3.7
2 T1 996
2.0 0.517
2.3
LOS A
3.8
3 R2 82
2.0 0.517
2.1
LOS A
3.8
Approach 1113
2.0 0.517
2.4
LOS A
3.8
East: Highland
4 L2 46
2.0 0.150
5.4
LOS A
0.7
5 T1 16
2.0 0.150
3.9
LOS A
0.7
6 R2 27
2.0 0.150
3.9
LOS A
0.7
Approach 89
2.0 0.150
4.7
LOS A
0.7
North: White Chapel
7 L2 13
2.0 0.267
1.9
LOS A
1.4
8 T1 609
2.0 0.267
0.4
LOS A
1.5
9 R2 1252.0
0.267
0.3
LOS A
1.5
Approach 747
2.0 0.267
0.4
LOS A
1.5
West: Highland
10 L2 233
2.0 0.351
3.5
LOS A
1.7
11 T1 151
2.0 0.351
2.0
LOS A
1.7
12 R2 182
2.0 0.165
1.6
LOS A
0.7
Approach 565
2.0 0.351
2.5
LOS A
1.7
All Vehicles 2514
2.0 0.517
1.9
LOS A
3.8
Level of Service (LOS) Method:
Delay (HCM 2000).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per
movement
Intersection and Approach LOS
values are based on average
delay for
all vehicle movements.
Roundabout Capacity Model: SIDRA
Standard.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap -Acceptance Capacity: SIDRA Standard (Akgelik M3D).
HV (%) values are calculated for
All Movement Classes of All
Heavy Vehicle Model Designation.
26.5 0.67 0.51 30.3
26.8 0.66 0.46 28.2
26.8 0.66 0.40 28.2
26.8 0.66 0.46 28.3
4.9
0.72
0.75
30.0
4.9
0.72
0.75
28.0
4.9
0.72
0.75
28.0
4.9
0.72
0.75
29.0
10.3 0.26 0.08 30.8
10.5 0.26 0.08 28.7
10.5 0.25 0.07 28.7
10.5 0.26 0.07 28.7
11.8
0.57
0.48
30.3
11.8
0.57
0.48
28.2
4.9
0.50
0.34
28.5
11.8
0.54
0.44
29.1
26.8
0.52
0.35
28.6
Processed: Monday, July 07, 2014 2:25:20 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA
SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com
Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2025 Total INTERSECTION 6
AM.sip6
8003775, SAVANT GROUP, INC., PLUS / 1 PC
LEVEL OF SERVICE
V Site: Highland @ White Chapel
Year 2025 - AM Peak
Roundabout
All Movement Classes
South East North West Intersection
LOS A A A A A
�i
Level of Service (LOS) Method: Delay (HCM 2000).
Roundabout LOS Method: SIDRA Roundabout LOS.
Lane LOS values are based on average delay per lane.
White Chapel
I I I I I
I I I I
'.1'Iri[e Cn�pe�
v
c
P
L
Intersection and Approach LOS values are based on average delay for all lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Processed: Monday, July 07, 2014 2:25:20 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA
SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com
Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2025 Total INTERSECTION 6
AM.sip6
8003775, SAVANT GROUP, INC., PLUS / 1 PC
MOVEMENT SUMMARY
V Site: Highland @ White Chapel
Year 2025 - PM Peak
Roundabout
South: White Chapel
1 L2 74
2.0 0.377
2.2
LOS A
2.5
2 T1 898
2.0 0.377
0.6
LOS A
2.5
3 R2 39
2.0 0.377
0.6
LOS A
2.5
Approach 1011
2.0 0.377
0.7
LOS A
2.5
East: Highland
4 L2 101
2.0 0.186
4.6
LOS A
0.8
5 T1 23
2.0 0.186
3.1
LOS A
0.8
6 R2 12
2.0 0.186
3.1
LOS A
0.8
Approach 136
2.0 0.186
4.3
LOS A
0.8
North: White Chapel
7 L2 1
2.0 0.547
2.7
LOS A
4.0
8 T1 1334
2.0 0.547
1.1
LOS A
4.0
9 R2 86
2.0 0.547
1.0
LOS A
4.0
Approach 1421
2.0 0.547
1.1
LOS A
4.0
West: Highland
10 L2 83
2.0 0.176
4.7
LOS A
0.9
11 T1 54
2.0 0.176
3.2
LOS A
0.9
12 R2 66
2.0 0.085
3.0
LOS A
0.4
Approach 203
2.0 0.176
3.8
LOS A
0.9
All Vehicles 2771
2.0 0.547
1.3
LOS A
4.0
Level of Service (LOS) Method:
Delay (HCM 2000).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per
movement
Intersection and Approach LOS
values are based on average
delay for
all vehicle movements.
Roundabout Capacity Model: SIDRA
Standard.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap -Acceptance Capacity: SIDRA Standard (Akgelik M3D).
HV (%) values are calculated for
All Movement Classes of All
Heavy Vehicle Model Designation.
17.5 0.38 0.16 30.6
17.9 0.37 0.13 28.5
17.9 0.37 0.10 28.6
17.9 0.37 0.13 28.7
5.5
0.63
0.68
30.1
5.5
0.63
0.68
28.1
5.5
0.63
0.68
28.1
5.5
0.63
0.68
29.6
28.2 0.50 0.23 30.5
28.8 0.49 0.21 28.4
28.8 0.48 0.20 28.4
28.8 0.49 0.21 28.4
6.1
0.72
0.70
30.1
6.1
0.72
0.70
28.0
2.8
0.70
0.63
28.3
6.1
0.71
0.68
28.9
28.8
0.47
0.24
28.6
Processed: Monday, July 07, 2014 2:27:59 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA
SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com
Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2025 Total INTERSECTION 6
PM.sip6
8003775, SAVANT GROUP, INC., PLUS / 1 PC
LEVEL OF SERVICE
V Site: Highland @ White Chapel
Year 2025 - PM Peak
Roundabout
All Movement Classes
South East North West Intersection
LOS A A A A A
�i
Level of Service (LOS) Method: Delay (HCM 2000).
Roundabout LOS Method: SIDRA Roundabout LOS.
Lane LOS values are based on average delay per lane.
White Chapel
I I I I I
I I I I
'.1'Iri[e Cn�pe�
v
c
P
L
Intersection and Approach LOS values are based on average delay for all lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Processed: Monday, July 07, 2014 2:27:59 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA
SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com
Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2025 Total INTERSECTION 6
PM.sip6
8003775, SAVANT GROUP, INC., PLUS / 1 PC
