2014-11-24 1600 West Loop TIA Final

Transcription

EXECUTIVE SUMMARY
As requested by Gensler, Walter P Moore has conducted a traffic impact analysis for a proposed
mixed-use development at 1600 West Loop in Houston, Texas. The purpose of the study was to
determine the potential impacts to traffic operations in the area related to the proposed
development. The site is bounded by IH 610 southbound frontage road to the east, Holly Hurst to
the west, Post Oak Boulevard to the north, and Hallmark Street to the south. The proposed site is
anticipated to open in 2016.
Study Area
Eleven existing intersections in the study area were analyzed as part of the Traffic Impact Analysis.
The intersections include:
 Post Oak Blvd. at IH 610 NB Frontage Road (signalized)

Post Oak Blvd. at IH 610 SB Frontage Road (signalized)

San Felipe at IH 610 NB Frontage Road (signalized)

San Felipe at IH 610 SB Frontage Road (signalized)

Post Oak Blvd. at Hollyhurst Ln. (signalized)

San Felipe at Hallmark Dr. (signalized)

Hollyhurst Ln. at Hallmark Dr. (minor street stop control)

IH 610 Southbound Frontage Road at North Driveway (minor street stop control)

IH 610 Southbound Frontage Road at South Driveway (minor street stop control)

Hollyhurst at North Parking Lot Driveway (minor street stop control)

Hollyhurst at South Parking lot Driveway (minor street stop control)
Trip Generation/Distribution
The Institute of Transportation Engineers (ITE) publication, Trip Generation, 9th edition, was used to
determine the amount of traffic generated by the development. The generated site trips were
distributed to area intersections using a combination of existing and expected travel patterns.
Background volumes for the year 2016 were developed considering a 1% annual growth rate plus
projected traffic from three nearby proposed developments: Alpha Tower development, Four Oaks
Place, and JLB Post Oak. Projected AM peak hour and PM peak hour traffic volumes were
determined by adding the site generated traffic to background traffic volumes.
Analysis
Intersection operations were analyzed using Synchro 8.0, software developed to automate
procedures found in the Highway Capacity Manual. Capacity analyses were performed for existing
conditions;
 Background conditions including projected traffic from the proposed adjacent
developments;
 Projected conditions which include the background conditions plus site generated traffic for
the 1600 West Loop development.
The following changes in intersection levels of service were seen during the peak hours when
comparing background and proposed conditions that may require mitigation:
1600 West Loop
Traffic Impact Analysis
Page i
PM Peak Hour
 Post Oak Blvd. at Hollyhurst Ln
o The intersection currently operates at LOS C (33.7 sec/veh).
o The intersection will degrade to LOS D (41.5) in the background condition.
o When considering the proposed development, the intersection will operate at LOS
F (81.2 sec/veh).
Mitigation
To mitigate the impact of the proposed 1600 West Loop development, a turn bay for the
northbound right turn movement should be provided at the intersection of Post Oak Blvd. and
Hollyhurst. Additionally, if the turn bay is added, the traffic signal timings should be adjusted to
accommodate the revised lane configuration. At this time, there is limited right-of-way at this
intersection. The property in the southeast corner is built to the right-of-way line. The property owner
is dedicating ROW to the City of Houston along their property for future widening of Hollyhurst.
Due to the restricted right-of-way, a feasible alternative is to adjust the signal timing plan. Retiming
the intersection will improve the level of service during the PM peak from LOS F (81.2 sec/veh) to
LOS E (74.6 sec/veh). A comparison of level of service from the background condition, the
proposed conditions, and both mitigation options can be seen in Table 11 and Table 12. It is also
recommended to not allow U-turns particularly for the eastbound movement to further reduce
delays. A no U-turn sign could be posted.
Summary
Based on this traffic impact analysis for the proposed 1600 West Loop development, there will be
some impact to the surrounding intersections when the adjacent developments and the proposed
development are fully built and operational.
With the adjacent developments and the proposed 1600 West Loop development, travel patterns on
Post Oak Blvd., Hollyhurst Ln. Hallmark Dr. San Felipe, and the IH 610 frontage roads will change.
Retiming the traffic signals and optimizing the network offset can reduce overall delay along Post
Oak Blvd. and Hollyhurst Ln. It is recommended that the developer work with the City of Houston to
ensure that signal timings at the surrounding intersections are optimized and coordinated when the
proposed site is fully developed.
1600 West Loop
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CONTENTS
INTRODUCTION ............................................................................................................................... 1 AREA CONDITIONS ......................................................................................................................... 1 Roadways ..................................................................................................................................... 1 Intersections ................................................................................................................................. 2 Volumes ........................................................................................................................................ 3 PLANNED DEVELOPMENT .............................................................................................................. 4 Site Development .......................................................................................................................... 4 PROJECTED CONDITIONS .............................................................................................................. 4 Trip Generation ............................................................................................................................. 4 Trip Distribution ............................................................................................................................. 5 TRAFFIC ANALYSIS ....................................................................................................................... 10 Existing Conditions...................................................................................................................... 11 Background Conditions .............................................................................................................. 12 Proposed Conditions .................................................................................................................. 12 Level of Service Comparison ....................................................................................................... 18 MITIGATION ANALYSIS.................................................................................................................. 19 CONCLUSIONS AND RECOMMENDATIONS................................................................................. 21 TAB ONE:
TAB TWO:
TAB THREE:
TAB FOUR:
TAB FIVE:
Existing Traffic Volumes
Existing Conditions Capacity Analysis
Background Conditions Capacity Analysis
Proposed Conditions Capacity Analysis
Proposed Mitigation Analysis
1600 West Loop
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LIST OF FIGURES
FIGURE 1: Site Location Map
FIGURE 2: Existing Lane Configurations
FIGURE 3: Existing Volumes AM Peak Hour
FIGURE 4: Existing Volumes PM Peak Hour
FIGURE 5: Proposed Site Layout
FIGURE 6: AM Peak Hour Site Generated Trips
FIGURE 7: PM Peak Hour Site Generated Trips
FIGURE 8: Proposed Inbound Trip Distribution (Hotel)
FIGURE 9: Proposed Inbound Trip Distribution (Restaurant)
FIGURE 10: Proposed Inbound Trip Distribution (Office)
FIGURE 11: Proposed Outbound Trip Distribution (Hotel)
FIGURE 12: Proposed Outbound Trip Distribution (Restaurant)
FIGURE 13: Proposed Outbound Trip Distribution (Office)
FIGURE 14: AM Peak Hour Background Development Site Generated Trips
FIGURE 15: PM Peak Hour Background Development Site Generated Trips
FIGURE 16: Background Volumes (2016) AM Peak Hour
FIGURE 17: Background Volumes (2016) PM Peak Hour
FIGURE 18: Proposed Volumes (2016) AM Peak Hour
FIGURE 19: Proposed Volumes (2016) PM Peak Hour
FIGURE 20: Existing LOS and Delay AM Peak Hour
FIGURE 21: Existing LOS and Delay PM Peak Hour
FIGURE 22: Background (2016) LOS and Delay AM Peak Hour
FIGURE 23: Background (2016) LOS and Delay PM Peak Hour
FIGURE 24: Proposed (2016) LOS and Delay AM Peak Hour
FIGURE 25: Proposed (2016) LOS and Delay PM Peak Hour
1600 West Loop
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LIST OF TABLES
TABLE 1: Existing Peak Hour Volumes
TABLE 2: Trip Generation Equations
TABLE 3: Trip Generation Volumes
TABLE 4: Adjacent Developments Trip Generation Volumes
TABLE 5: AM Peak Hour Traffic Volumes
TABLE 6: PM Peak Hour Traffic Volumes
TABLE 7: Level of Service Criteria for Signalized Intersections
TABLE 8: Level of Service Criteria for Unsignalized Intersections
TABLE 9: AM Peak Hour Level of Service Comparison
TABLE 10: PM Peak Hour Level of Service Comparison
TABLE 11: Post Oak Blvd. at Hollyhurst Ln: Mitigation - AM Peak Hour
TABLE 12: Post Oak Blvd. at Hollyhurst Ln: Mitigation - PM Peak Hour
1600 West Loop
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INTRODUCTION
As requested by Gensler, Walter P Moore conducted a traffic impact analysis for a proposed
development which will include a 260 room hotel and conference center, 27,000 square feet of
quality restaurants, and 363,250 SF of office space in Houston, Texas. The purpose of the study
was to determine the potential impacts to traffic operations in the area related to the proposed
development. Transportation and site improvements to mitigate impacts were investigated, if
necessary.
AREA CONDITIONS
The proposed 1600 West Loop development is located east of Uptown Houston on the IH 610 West
Loop. The site is bordered by the IH 610 southbound frontage road to the east, Hollyhurst to the
west, Post Oak Boulevard to the north, and Hallmark to the south. Currently, the northeast corner of
the site is occupied by an existing office building and a Bentley car dealership.
Several other projects are under construction or in the design phase in the surrounding area.
Information regarding these developments was provided by the City of Houston for use in this study.
•
Alpha Tower is located west of the site. It includes 830,000 SF of office development. The
Alpha Tower development is anticipated to open in 2016.
•
Four Oaks Place is located west of the site. It includes 540,000 SF of office space. It is
under construction and expected to open in 2015.
•
JLB Post Oak is a proposed multifamily development located west of the site. It includes
350 apartment units and 74 residential condominiums. JLB Post Oak is anticipated to open
in 2015.
A site location map showing the general location of the proposed development is provided in Figure
1. The following sections describe the existing conditions in the study area.
ROADWAYS
The primary roadways in the study area are San Felipe Street, Post Oak Blvd., Hollyhurst Lane,
Hallmark Drive, and the IH 610 frontage roads. They are described in the following paragraphs.
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San Felipe Street is an east-west major thoroughfare. It has three lanes in each direction divided by
a landscaped median. Left turn bays are located at major intersections. The posted speed limit on
San Felipe is 35 mph.
Post Oak Boulevard is a north-south major thoroughfare. It has three lanes in each direction divided
by a landscaped median. Left turn bays are located at major intersections. The posted speed limit
on Post Oak Blvd. is 35 mph.
Hollyhurst Lane is a north-south local street. It has one lane in each direction. The posted speed limit
on Hollyhurst Ln. is 30 mph.
Hallmark Drive is an east-west local street that connects the southbound IH 610 frontage road to
San Felipe. It has one lane in each direction and parking allowed on-street. The speed limit on
Hallmark Dr. is 30 mph.
IH 610 Frontage Roads run north and south. Both frontage roads have 3 lanes in each direction and
provide connection to the IH 610 West Loop. The posted speed limits on the frontage roads is 45
mph.
INTERSECTIONS
There are eleven existing intersections in the study area that were analyzed as part of this study. The
existing lane configurations can be seen in Figure 2. The intersections include:
•
Post Oak Blvd. at IH 610 NB Frontage Road (signalized)
•
Post Oak Blvd. at IH 610 SB Frontage Road (signalized)
•
San Felipe at IH 610 NB Frontage Road (signalized)
•
San Felipe at IH 610 SB Frontage Road (signalized)
•
Post Oak Blvd. at Hollyhurst Ln. (signalized)
•
San Felipe at Hallmark Dr. (signalized)
•
Hollyhurst Ln. at Hallmark Dr. (minor street stop control)
•
IH 610 Southbound Frontage Road at North Driveway (minor street stop control)
•
IH 610 Southbound Frontage Road at South Driveway (minor street stop control)
•
Hollyhurst at North Parking Lot Driveway (minor street stop control)
•
Hollyhurst at South Parking Driveway (minor street stop control)
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VOLUMES
Turning movement counts were collected at the intersections in the study area on Tuesday, April 1,
2014. Data was collected from 7:00-9:00 AM and 4:00-6:00 PM. Table 1 shows the existing traffic
volumes and Figures 3 and 4 illustrate the existing AM peak hour (7:45 AM ~ 8:45 AM) and PM peak
hour (4:00 PM ~ 5:00 PM) volumes. Existing counts are found under TAB ONE.
Table 1: Existing Peak Hour Volumes
Analysis
Period
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
Turning Movement Volumes
Eastbound
Westbound
Northbound
Southbound
Thru
Left
Thru Right
Left
Thru Right
Left
Right Left Thru Right
(1) IH 610 Northbound Frontage Road at Post Oak Blvd.
466
709
128
194
196
491
93
1569
366
289
423
80
853
35
(2) IH 610 Southbound Frontage Road at Post Oak Blvd.
603
88
30
294
572
502
1154
1673
120
95
274
262
531
541
(3) IH 610 Northbound Frontage Road at San Felipe
521
899
755
355
916
1105
331
751
782
1023
523
364
959
178
(4) IH 610 Southbound Frontage Road
Road at San Felipe
1043
499 331 1340
377
690
367
1263
555 474
913
270
837
94
(5) Post Oak Blvd. at Hollyhurst
102
616
87
37
1327
57
13
6
40
58
35
365
181
1526
37
8
705
91
12
18
183
110
15
292
(6) San Felipe at Hallmark
65
1576
1
25
1341
74
3
4
6
4
5
48
42
1604
5
32
985
79
27
6
32
8
7
84
(7) Hollyhurst at Hallmark
87
38
23
25
36
34
78
46
48
29
56
57
(9) IH 610 Southbound Frontage Road at Hallmark
44
522
81
171
818
17
(11) IH 610 Southbound Frontage Road at South Driveway
4
598
100
28
800
7
(12) IH 610 Southbound Frontage Road at North Driveway
4
601
1
6
826
4
(13) Hollyhurst at North Parking Lot Driveway
1
2
112
22
24
38
11
25
119
1
3
99
(14) Hollyhurst at South Parking Lot Driveway
0
0
106
0
0
68
0
0
129
0
0
107
-
1600 West Loop
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PLANNED DEVELOPMENT
SITE
ITE DEVELOPMENT
The proposed 1600 West Loop development is located east of Uptown Houston on the IH 610
southbound frontage road. The site is bordered by IH 610 southbound frontage road to the east,
Hollyhurst Ln. to the west, Post Oak Blvd. to the north, and Hallmark Dr. to the south. The project
site plan is provided in Figure 5. The proposed development includes two parcels of quality
restaurants, an office building with a garage, and a hotel and conference center. The proposed
development is anticipated to open in 2016.
PROJECTED CONDITIONS
TRIP GENERATION
To complete a Traffic Impact Analysis for the proposed development, the number of trips expected
to be generated by the planned facilities must be determined. The number of trips generated by the
development during an average weekday, and for weekday peak hours, is based on the land use
type and size of the building. Standard rates for an office building (Land Use 710 – General Office
Building), Hotel ( Land Use 310 - Hotel), and Quality Restaurant (Land Use 931 – Quality Sit-Down
Restaurant), from the Institute of Transportation Engineers (ITE) publication, Trip Generation, 9th
edition, were used to determine the amount of traffic generated by the development. The average
rate and the regression equations were used to estimate trips generated during the Weekday, AM
Peak Hour, and PM Peak Hour in accordance with the City of Houston’s Traffic Impact Study
Guidelines. The trip generation equations and/or average trip generation rates for Quality Restaurant,
General Office Building, and Hotel together with the directional distribution are presented in Table 2.
2
Table 2: Trip Generation Equations
ITE Land Use
Quality
Restaurant
(931)
Weekday
Weighted Average Rate
Directional
Distribution
Fitted Curve Equation
Office (710)
Directional
Distribution
89.95
Directional
Distribution
PM Peak Hour
0.81
7.49
Enter
Exit
Enter
Exit
Enter
Exit
50%
50%
82%
18%
67%
33%
Ln(T)=0.76Ln(x)+3.68 Ln(T)=0.80Ln(x)+1.57 Ln(T)=1.12Ln(x)+78.45
Enter
50%
Weighted Average Rate
Hotel (310)
AM Peak Hour
Exit
Enter
50%
88%
0.98
Exit
Enter
12%
17%
0.53
Exit
83%
0.60
Enter
Exit
Enter
Exit
Enter
Exit
50%
50%
59%
41%
51%
49%
X= 1,000 Sq ft Gross Floor Area
1600 West Loop
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Table 3 shows a summary of the trips generated by the proposed development land uses. Figures 6
and 7 illustrate the proposed site generated trips..
Table 3: Trip Generation Volumes
Trip Generation (vehicles per hour)
1
Size
Development1
Weekday
Traffic
(VPD)
Weekday Peak Hour
AM
Total
Exit
Total
Total
Enter
Exit
Quality Restaurant (931)
27,000 SF
2,428
22
18
4
202
135
67
Office (710)
363,250 SF
3,499
537
473
64
485
82
403
Hotel (310)
260 Rooms
Total Trip Generation
1
Enter
PM
1,954
138
81
57
156
80
76
7,881
7,881
697
572
125
125
843
297
297
546
Information Provided by Owner
TRIP DISTRIBUTION
After determining the number of trips generated by the proposed development, the trips were
distributed among roadways accessing the site using a combination of existing and expected travel
patterns. This process involves examining the roadways and the expected travel patterns between
the site and other trip ends, based on available routes in the study area. All traffic assignments were
made over the most reasonable routes for each direction. Figures 8 through 10 illustrate the
proposed inbound trip distribution for quality restaurant, office, and hotel, respectively while Figures
11 through 13 illustrate the proposed outbound trip distribution.
In accordance with City of Houston’s Traffic Impact Analysis Guidelines, background traffic volumes
for 2016 were calculated using a 1% annual growth rate. As discussed with City of Houston staff,
projected trips from adjacent developments were included in the calculations of background traffic.
In addition to the site generated trips by the proposed development, several other projects are under
construction or in the design phase in the surrounding area. Table 4 shows a summary of the
predicted trips generated by adjacent projects. Figures 14 and 15 illustrate the background site
generated trips.
1600 West Loop
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AM PEAK HOUR 1600 WEST LOOP SITE GENERATED TRIPS
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2
3
25%(15%)
1
3%(8%)
4
6%(12%)
6%(5%)
14%(9%)
15%(20%)
5
8%(4%)
5%(8%)
6
15%(12%)
16%(15%)
25%(27%)
12%(12%)
15%(12%)
7
3%(3%)
2%(2%)
8
14%(9%)
5%(5%)
15%(12%)
3%(6%)
7%(12%)
20%(15%)
1%(1%)
N.T.S.
LEGEND:
XX - AM
(XX) - PM
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PROPOSED INBOUND TRIP DISTRIBUTION-HOTEL
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10%(5%)
10%(10%)
10%(10%)
3%(5%)
20%(20%)
14
12
50%(50%)
13
11
20%(20%)
10
20%(20%)
9
3%(5%)
7%(10%)
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LEGEND:
XX - AM
(XX) - PM
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PROPOSED INBOUND TRIP DISTRIBUTION-HOTEL
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2
3
25%(15%)
1
3%(8%)
4
6%(10%)
6%(7%)
14%(12%)
13%(18%)
5
8%(5%)
5%(8%)
6
10%(10%)
16%(14%)
22%(24%)
10%(10%)
10%(10%)
7
3%(3%)
2%(2%)
8
14%(12%)
10%(7%)
10%(10%)
3%(6%)
7%(12%)
25%(20%)
1%(1%)
N.T.S.
25%(20%)
LEGEND:
XX - AM
(XX) - PM
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PROPOSED INBOUND TRIP DISTRIBUTION-RESTAURANTS
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65%(65%)
14
12
65%(65%)
13
11
65%(65%)
10
10%(15%)
9
10%(15%)
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LEGEND:
XX - AM
(XX) - PM
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2
3
25%(15%)
1
3%(8%)
4
12%(17%)
28/%(30%)
5
6
8%(6%)
6%(4%)
2%(2%)
16%(13%)
5%(10%)
7
5%(5%)
8
28%(30%)
25%(24%)
20%(17%)
10%(18%)
16%(10%)
24%(24%)
1%(1%)
N.T.S.
LEGEND:
XX - AM
(XX) - PM
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PROPOSED INBOUND TRIP DISTRIBUTION-OFFICE
WPMA P.N.:
Designed by:
VAS
Date:
Drawn by:
NOVEMBER 2014
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Sheet No.
Nov 24, 2014 - 3:41am
14
36%(29%)
12
36%(29%)
11
20%(19%)
10
25%(24%)
15%(23%)
13
16%(10%)
9
15%(23%)
N.T.S.
LEGEND:
XX - AM
(XX) - PM
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PROPOSED INBOUND TRIP DISTRIBUTION-OFFICE
WPMA P.N.:
Designed by:
VAS
Date:
Drawn by:
NOVEMBER 2014
Copyright
C
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Sheet No.
Nov 24, 2014 - 3:41am
3
4
5%(12%)
19%(24%)
20%(16%)
13%(15%)
2
12%(7%)
1
5%(5%)
10%(16%)
7
2%(3%)
12%(7%)
8
10%(16%)
1%(1%)
6
4%(6%)
5
15%(11%)
5%(7%)
5%(0%)
13%(20%)
5%(4%)
19%(12%)
N.T.S.
LEGEND:
XX - AM
(XX) - PM
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PROPOSED OUTBOUND TRIP DISTRIBUTION-HOTEL
WPMA P.N.:
Designed by:
VAS
Date:
Drawn by:
NOVEMBER 2014
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Sheet No.
Nov 24, 2014 - 3:41am
10
11
40%(40%)
9
64%(62%)
24%(22%)
13
12
40%(40%)
14
20%(20%)
11%(11%)
5%(7%)
11%(11%)
N.T.S.
LEGEND:
XX - AM
(XX) - PM
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PROPOSED OUTBOUND TRIP DISTRIBUTION-HOTEL
WPMA P.N.:
Designed by:
VAS
Date:
Drawn by:
NOVEMBER 2014
Copyright
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Sheet No.
Nov 24, 2014 - 3:42am
3
4
5%(12%)
19%(24%)
20%(16%)
13%(15%)
2
8%(7%)
1
5%(5%)
2%(3%)
25%(25%)
4%(7%)
10%(16%)
8%(7%)
8
5%(0%)
7
1%(1%)
6
8%(6%)
5
15%(11%)
4%(7%)
10%(16%)
5%(0%)
13%(20%)
5%(4%)
19%(12%)
N.T.S.
LEGEND:
XX - AM
(XX) - PM
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PROPOSED OUTBOUND TRIP DISTRIBUTION-RESTAURANTS
WPMA P.N.:
Designed by:
VAS
Date:
Drawn by:
NOVEMBER 2014
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Sheet No.
Nov 24, 2014 - 3:42am
9
10
35%(37%)
25%(25%)
11
12
35%(37%)
13
14
31%(31%)
5%(0%)
31%(31%)
N.T.S.
LEGEND:
XX - AM
(XX) - PM
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PROPOSED OUTBOUND TRIP DISTRIBUTION-RESTAURANTS
WPMA P.N.:
Designed by:
VAS
Date:
Drawn by:
NOVEMBER 2014
Copyright
C
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Sheet No.
Nov 24, 2014 - 3:42am
3
3%(4%)
2%(3%)
8
11%(7%)
22%(20%)
5%(3%)
11%(10%)
7
1%(1%)
5%(3%)
6
15%(11%)
15%(22%)
5
16%(13%)
15%(22%)
5%(0%)
8%(14%)
5%(4%)
11%(7%)
10%(18%)
4
10%(10%)
2
19%(24%)
13%(12%)
1
19%(12%)
N.T.S.
LEGEND:
XX - AM
(XX) - PM
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PROPOSED OUTBOUND TRIP DISTRIBUTION-OFFICE
WPMA P.N.:
Designed by:
VAS
Date:
Drawn by:
NOVEMBER 2014
Copyright
C
TME
Sheet No.
Nov 24, 2014 - 3:42am
9
10
20%(26%)
22%(20%)
11
12
20%(26%)
13
14
36%(37%)
11%(10%)
36%(37%)
N.T.S.
LEGEND:
XX - AM
(XX) - PM
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PROPOSED OUTBOUND TRIP DISTRIBUTION-OFFICE
WPMA P.N.:
Designed by:
VAS
Date:
Drawn by:
NOVEMBER 2014
Copyright
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Sheet No.
Nov 24, 2014 - 3:42am
N.T.S.
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
AM PEAK HOUR BACKGROUND DEVELOPMENT SITE GENERATED TRIPS
WPMA P.N.:
Designed by:
VAS
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Sheet No.
Nov 24, 2014 - 3:42am
N.T.S.
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
AM PEAK HOUR BACKGROUND DEVELOPMENT SITE GENERATED TRIPS
WPMA P.N.:
Designed by:
VAS
Date:
Drawn by:
NOVEMBER 2014
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Sheet No.
Nov 24, 2014 - 3:42am
N.T.S.
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PM PEAK HOUR BACKGROUND DEVELOPMENT SITE GENERATED TRIPS
WPMA P.N.:
Designed by:
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Nov 24, 2014 - 3:42am
N.T.S.
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PM PEAK HOUR BACKGROUND DEVELOPMENT SITE GENERATED TRIPS
WPMA P.N.:
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Sheet No.
Table 4: Adjacent Projects Trip Generation Volumes
Peak Hour Trip Generation (VPH)
1
Size
Development
Weekday
Traffic (VPD)
AM Peak Hour
PM Peak Hour
Total
Enter
Exit
Total
Enter
Exit
Alpha Tower
830,000 SF (Office)
8,5102
1,220
1,086
134
1,110
166
944
Five Oaks
526,977 (Office)
13,023 SF (Shopping
Center)
350 units
4,797
709
624
85
669
114
555
1,805
46
28
18
163
78
85
2,328
179
36
143
217
141
76
Total
6,079
436
151
285
507
300
207
Five Oaks
JBL-Post Oak
1
Information Provided by City of Houston
2
Trips generation after transit reduction
Figures 16 and 17 illustrate background volumes, with adjacent projects, for the AM and PM peak
hours. Figures 18 and 19 illustrate proposed volumes for the AM and PM peak hours accounting for
the trips generated by 1600 West Loop. Tables 5 and 6 show all turning movement volumes for
existing, background, and proposed conditions for the AM and PM peak hours.
1600 West Loop
Page 6
Nov 24, 2014 - 3:42am
N.T.S.
Project Name:
1600 WEST LOOP TIA
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BACKGROUND VOLUMES (2016) AM PEAK HOUR
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Project Name:
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713.630.7300
F AX :
I NC .
713.630.7396
BACKGROUND VOLUMES (2016) AM PEAK HOUR
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Project Name:
1600 WEST LOOP TIA
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713.630.7300
F AX :
I NC .
713.630.7396
BACKGROUND VOLUMES (2016) PM PEAK HOUR
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Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
BACKGROUND VOLUMES (2016) PM PEAK HOUR
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Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PROPOSED VOLUMES (2016) AM PEAK HOUR
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Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PROPOSED VOLUMES (2016) AM PEAK HOUR
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Designed by:
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N.T.S.
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
PROPOSED VOLUMES (2016) PM PEAK HOUR
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Project Name:
1600 WEST LOOP TIA
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PHONE :
713.630.7300
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713.630.7396
PROPOSED VOLUMES (2016) PM PEAK HOUR
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Table 5: AM Peak Hour Traffic Volumes
Analysis
Period
Left
Existing (2014)
Background (2016)
Proposed (2016)
466
498
507
Existing (2014)
Background (2016)
Proposed (2016)
-
Existing (2014)
Background (2016)
Proposed (2016)
521
564
582
Existing (2014)
Background (2016)
Proposed (2016)
-
Existing (2014)
Background (2016)
Proposed (2016)
102
111
111
Existing (2014)
Background (2016)
Proposed (2016)
65
66
166
Existing (2014)
Background (2016)
Proposed (2016)
87
89
224
Existing (2014)
Background (2016)
Proposed (2016)
119
Existing (2014)
Background (2016)
Proposed (2016)
-
Existing (2014)
Background (2016)
Proposed (2016)
-
1600 West Loop
Eastbound
Westbound
Northbound
Eastbound
Thru Right Left Thru Right
Left
Thru Right
709
128
194
196
491
93
730
172
198
442
522
107
736
188
198
463
535
113
603
88
30
294
645
114
49
564
660
119
86
564
899
755
355
916
1105
331
947
839
439
1076 1291
338
966
902
445
1160 1344
338
(4) IH 610 Southbound Frontage Road at San Felipe
1043
499 331 1340
1118
533 338 1578
1134
533 338 1725
616
87
37 1327
57
13
6
40
682
97
38 1761
58
13
6
41
685
151
38 1761
58
36
8
56
1576
1
25 1341
74
3
4
6
1686
1
25 1732
75
3
4
6
1699
1
25 1732
222
3
10
6
38
23
25
39
23
26
158
30
26
(8) Hallmark at Driveway B
70
83
76
44
45
59
(10) IH 610 Southbound Frontage Road at Driveway A
27
-
Left
Southbound
Thru Right
-
-
-
572
583
583
502
647
790
1154
1319
1319
-
-
-
377
395
415
690
718
741
367
527
527
58
59
61
35
36
63
365
417
417
4
4
7
5
5
7
48
49
68
36
37
37
-
34
35
52
14
-
7
-
522
709
752
81
83
159
-
879
126
Page 7
Table 5: AM Peak Hour Traffic Volumes Continued
Analysis
Period
Existing (2014)
Background (2016)
Proposed (2016)
Existing (2014)
Background (2016)
Proposed (2016)
Existing (2014)
Background (2016)
Proposed (2016)
Existing (2014)
Background (2016)
Proposed (2016)
Eastbound
Westbound
Northbound
Left
Left
Thru Right
(11) IH 610 Southbound
Southbound Frontage Road at South Driveway
4
4
24
4
4
(13) Hollyhurst at North Parking Lot Driveway/Driveway
Driveway/Driveway D
1
2
112
22
1
2
114
22
9
14
143
30
(14) Hollyhurst at South Parking Lot Driveway/Driveway
Driveway/Driveway C
0
0
106
0
0
0
108
0
10
29
116
125
Left
Southbound
Thru Right
-
598
787
989
100
102
-
-
601
790
992
1
1
138
24
24
30
38
39
114
-
0
0
74
68
69
77
-
Table
Table 6: PM Peak Hour Traffic Volumes
Analysis
Period
Existing (2014)
Background (2016)
Proposed (2016)
Existing (2014)
Background (2016)
Proposed (2016)
Existing (2014)
Background (2016)
Proposed (2016)
Existing (2014)
Background (2016)
Proposed (2016)
Existing (2014)
Background (2016)
Proposed (2016)
1600 West Loop
Eastbound
Westbound
Northbound
Left
Left
Thru Right
1569
366
289
423
80
853
35
1723
391
327
432
152
1015
56
1813
412
351
432
187
1100
56
1673
120
95
274
1847
244 113 366
1958
261 172 366
751
782
1023
523
364
959
178
931
889
1078
569
405
1012
182
978
948
1106
592
426
1047
182
1263
555 474 913
1503
661 484 999
1538
661 484 1047
188
1526
37
10
705
91
12
18
183
223
1819
44
10
836
93
12
18
187
223
1832
85
10
836
93
77
34
298
Left
Southbound
Thru Right
-
-
-
262
267
267
531
572
616
541
583
583
-
-
-
270
316
386
837
934
1065
94
142
152
110
112
116
15
15
26
292
307
307
Page 8
Table 6: PM Peak Hour Traffic Volumes Continued
Analysis
Period
Eastbound
Thru Right
Left
Existing (2014)
Background (2016)
Proposed (2016)
65
66
93
1604
1946
1969
5
5
5
Existing (2014)
Background (2016)
Proposed (2016)
78
80
113
46
47
94
-
Existing (2014)
Background (2016)
Proposed (2016)
-
-
-
47
122
Existing (2014)
Background (2016)
Proposed (2016)
-
Existing (2014)
Background (2016)
Proposed (2016)
-
Existing (2014)
Background (2016)
Proposed (2016)
-
Existing (2014)
Background (2016)
Proposed (2016)
-
Existing (2014)
Background (2016)
Proposed (2016)
-
Existing (2014)
Background (2016)
Proposed (2016)
-
Northbound
Westbound
Left Thru Right
Left
Thru Right
36
985
79
27
6
32
37 1119
81
28
6
33
37 1129
129
28
10
33
48
29
49
30
81
30
-
59
0
(9) IH 610 Southbound Frontage
Frontage Road at Hallmark
171
174
276
(10) IH 610 Southbound Frontage at Driveway A
136
28
29
70
(12) SB 610 Frontage Road at North Driveway
6
6
(13) Hollyhurst at North Parking Lot Driveway*
Driveway*
11
25
119
1
11
26
121
1
11
41
298
9
(14) Hollyhurst at South Parking Lot Driveway*
Driveway*
0
0
129
0
0
0
132
0
46
177
140
25
Left
Southbound
Thru Right
8
8
20
7
7
12
84
86
147
56
57
57
-
57
58
104
-
-
-
101
-
32
-
818
1011
1174
17
17
17
-
1048
128
-
800
993
1115
7
7
-
-
826
1020
1140
4
4
41
3
3
11
99
101
145
-
0
0
44
107
109
109
-
* The existing driveways will be moved to the proposed locations indicated as driveway D and C, respectively.
1600 West Loop
Page 9
TRAFFIC ANALYSIS
After developing the projected turning movement volumes for the AM and PM peak hours, capacity
analyses were performed for existing conditions, background conditions, and proposed conditions.
Intersection operations were analyzed using Synchro 8.0, software developed to automate
procedures found in the Highway Capacity Manual. Results of the existing and proposed conditions
analyses were compared to determine the impact of the proposed development on the surrounding
roadways.
Results of the capacity analyses are reported in standard level of service (LOS) format, with the most
favorable conditions being designated as LOS A and the poorest conditions indicated by LOS F.
Intersection level of service is based on the amount of delay that each vehicle encounters at a given
intersection. The level of service criteria for signalized intersections, along with a brief description of
the conditions experienced for each level of service grade, can be seen in Table 7. The level of
service criteria for unsignalized intersections can be seen in Table 8.
Table 7: Level of Service Criteria for Signalized Intersections
Level of Service
Stopped Delay
(seconds/vehicle)
A
≤ 10
B
> 10 and ≤ 20
C
> 20 and ≤ 35
D
> 35 and ≤ 55
E
> 55 and ≤ 80
F
> 80
1600 West Loop
Description
At a single intersection most vehicles do not stop at all. When
linked with other signals, vehicles progress through
intersections without stopping.
At a single intersection some vehicles stop before getting a
green signal. When linked with other signals, some cars may
have to stop but most progress through the intersection
without stopping.
At a single intersection, a significant number of vehicles must
stop and wait for a green signal. Some vehicles may have to
wait through one full signal cycle before being able to move
through the intersection.
At this level, congestion is noticeable. Many vehicles have to
stop while waiting for a green signal.
A noticeable number of vehicles have to wait through one full
cycle before being able to continue through the intersection.
At this level, almost all vehicles have to wait through one or
more full signal cycles before moving through the intersection.
When linked with other signals, progression is slow.
At this level, the number of vehicles entering the intersection
exceeds its capacity. Vehicles have to wait through multiple
full signal cycles before moving through the intersection.
Page 10
Table 8: Level of Service Criteria for Unsignalized
Unsignalized Intersections
Level of Service
Avg. Total Delay
(seconds/vehicle)
A
≤ 10
B
> 10 and ≤ 15
C
> 15 and ≤ 25
D
> 25 and ≤ 35
E
> 35 and ≤ 50
F
> 50
Description
At most, one vehicle is waiting to move through the intersection
when the driver reaches the stop sign. Most often, the driver
pulls up to the stop sign and is immediately free to proceed
through the intersection.
When the driver reaches the intersection, one or two vehicles
are in front of him. Once those vehicles proceed through the
intersection, the driver is able to continue without opposition.
At this level, several vehicles may be in front of the driver at a
two-way stop-controlled intersection. At an all-way stopcontrolled intersection, there may be two or more vehicles at
each approach that the driver has to wait for before getting his
turn.
At this level, there are at least four vehicles in front of the driver
and several vehicles at the other approaches. Also, for twoway stop-controlled conditions, the volume of traffic on the
uncontrolled street may be high.
When the driver reaches the intersection, there are between five
and eight vehicles in front of him and many vehicles at the other
approaches that must also proceed through the intersection
before the driver may continue.
At this level, the driver must wait for eight to ten cars at his
approach to move through the intersection along with at least
five vehicles at the other approaches. This level can also occur
at two-way stop-controlled intersections when the uncontrolled
street has such a high volume that no gaps are available in the
traffic stream for the vehicles at the cross street to continue.
Transportation agencies generally consider operations at or above LOS C to be acceptable. In more
dense areas, operations at or above LOS D may also be considered acceptable during peak traffic
hours.
EXISTING CONDITIONS
For the analysis of existing conditions, existing traffic count data along with current traffic signal
timings obtained from the City of Houston were used.
Existing AM peak hour and PM peak hour LOS can be seen in Figures
Figures 20 and 21.
21 Existing
conditions capacity analyses can be found under TAB THREE.
1600 West Loop
Page 11
Nov 24, 2014 - 3:43am
B(10.0)
E(68.1)
F(86.2)
8
E(66.6)
B
(11.3)
A(0)
A(0)
A
(5.5)
A(7.5)
A(0)
B(13.7)
A(4.0)
D(49.4)
B(13.7)
A(4.0)
D(49.4)
B(19.1)
D(41.8)
F(81.6)
D(41.8)
B(19.1)
B(17.2)
B(17.2)
F(80.9)
C
(29.7)
D(41.3)
7
B(17.2)
C(25.4)
D(41.8)
F(83.3)
A(1.1)
D(37.6)
D(37.5)
A(8.7)
D(51.7)
C(26.4)
D
(44.4)
C(29.3)
D(51.7)
6
D(42.9)
D(54.5)
5
F
B(10.0)
E(63.2)
B(11.6)
E(63.2)
B(15.3)
E(60.8)
C(32.7)
D
(38.5)
E(63.2)
C
(31.7)
B(14.6)
A(6.7)
F(313.8)
C(24.2)
F(222.5)
C(24.2)
4
E(68.1)
3
C(34.7)
D(51.9)
2
C(34.7)
1
D(42.9)
N.T.S.
A(0)
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
EXISTING LOS AND DELAY AM PEAK HOUR
WPMA P.N.:
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Date:
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Copyright
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Sheet No.
C(21.5)
Nov 24, 2014 - 3:43am
A(0)
A(0)
12
A
(0.8)
A(0)
11
A(0)
10
A(0)
9
A
(0.1)
B(11.7)
A
(0.1)
B(11.7)
B(11.8)
14
A(9.3)
A(0)
A(0)
A
(0)
A(0)
A(0)
A
(1.0)
A(0)
A(0)
A(0)
A(9.3)
A(0)
13
A(0)
A(7.6)
N.T.S.
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
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713.630.7396
EXISTING LOS AND DELAY AM PEAK HOUR
WPMA P.N.:
Designed by:
VAS
Date:
Drawn by:
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Copyright
C
TME
Sheet No.
Nov 24, 2014 - 3:43am
B(10.3)
B(10.4)
D(45.8)
D(46.4)
8
E(72.9)
B
(12.4)
A(0)
A(0)
A
(5.6)
A(7.5)
A(0.5)
B(14.5)
A(3.1)
D(51.5)
B(14.5)
A(3.1)
D(51.5)
D(46.5)
E(59.5)
D(46.5)
B(18.6)
B(15.1)
B(15.1)
D(45.0)
C
(33.7)
B(18.6)
B(15.1)
C(29.6)
D(46.5)
F(109.8)
A(1.4)
E(78.6)
F(152.7)
7
B(10.3)
F(124.1)
F(115.4)
B(10.3)
E
(56.7)
A(9.2)
C(24.8)
6
A(9.1)
F(214.0)
5
F
F(115.4)
F(124.1)
E(69.6)
B(14.4)
F(188.2)
B(13.4)
F
(94.1)
F(124.1)
E
(71.1)
F(194.2)
A(0.9)
E(60.2)
F(92.4)
F(269.4)
F(92.4)
4
D(45.8)
3
F(94.9)
E(70.6)
2
F(94.9)
1
A(9.1)
N.T.S.
A(0)
Project Name:
1600 WEST LOOP TIA
Sheet Title:
PHONE :
713.630.7300
F AX :
I NC .
713.630.7396
EXISTING LOS AND DELAY PM PEAK HOUR
WPMA P.N.:
Designed by:
VAS
Date:
Drawn by:
NOVEMBER 2014
Copyright
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TME
Sheet No.
A(2.7)
Nov 24, 2014 - 3:43am
A(0)
A(0)
12
A
(3.1)
A(0)
11
A(0)
10
A(0)
9
A
(0.4)
C(18.5)
A
(0.1)
B(13.0)
B(12.7)
14
A(9.4)
A(0)
A(0)
A
(0)
A(0)
A(0)
A
(1.4)
A(0)
A(0)
A(0)
A(9.4)
A(0)
13
A(0)
A(7.5)
N.T.S.
Project Name:
1600 WEST LOOP TIA
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EXISTING LOS AND DELAY PM PEAK HOUR
WPMA P.N.:
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Date:
Drawn by:
NOVEMBER 2014
Copyright
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TME
Sheet No.
BACKGROUND CONDITIONS
For the analysis of background conditions, traffic volumes for 2016, along with current traffic signal
timings obtained from the City of Houston, were used. Adjacent volumes from surrounding
developments and proposed mitigation improvements that were approved by the City of Houston
were also included in the background conditions. This included a northbound right turn bay at the
Post Oak Blvd. at San Felipe intersection.
Background AM peak hour and PM peak hour levels of service can be seen in Figures 22 and 23.
23
Background conditions capacity analyses can be found under TAB FOUR.
PROPOSED CONDITIONS
For the analysis of the proposed conditions, the proposed traffic volumes along with current traffic
signal timings obtained from the City of Houston were used. Proposed AM peak hour and PM peak
hour LOS can be seen in Figures 24 and 25. Proposed conditions capacity analyses can be found
under TAB FIVE.
A comparison of existing, background, and proposed AM and PM peak hour level of service and
delay can be found in Table 9 and Table 10.
Table 9: AM Peak Hour Level of Service Comparison
Analysis
Period
Level of Service (delay in seconds per vehicle) by Approach and Movement
Eastbound
ound
Westbound
Northbound
Southbound
Eastb
Intersection
Left
Thru Right Left
Thru Right Left
Thru Right Left
Thru Right
B
15.3
B
Background
2016
18.5
B
Proposed
2016
19.8
Existing
2014
B
11.6
B
14.2
B
15.5
n/a
n/a
n/a
n/a
n/a
n/a
C
24.2
C
33.8
D
36.8
C
24.2
C
33.8
D
36.8
E
E
E
63.2 63.2 63.2
F
F
F
176.6 176.6 176.6
F
F
F
195.5 195.5 195.5
C
31.7
F
82.7
F
92.1
n/a
n/a
n/a
Existing
2014
n/a
Background
2016
n/a
Proposed
2016
n/a
1600 West Loop
D
51.7
D
53.4
D
53.6
D
51.7
D
53.4
D
53.6
C
32.7
D
40.5
D
40.3
A
6.7
A
7.5
A
7.2
n/a
n/a
n/a
n/a
n/a
n/a
D
51.9
D
53.4
D
53.4
C
34.7
F
85.4
F
97.1
C
34.7
F
85.4
F
97.1
D
38.5
E
63.1
E
69.7
Page 12
Table
Table 9: AM Peak Hour Level of Service Comparison (continued)
Analysis
Period
Eastbound
Westbound
Northbound
Southbound
Intersection
Left
Thru Right Left
Thru Right Left
Thru Right Left
Thru Right
C
Existing
2014
29.3
C
Background
2016
29.5
C
Proposed
2016
30.9
A
8.7
B
10.2
B
10.5
n/a
n/a
n/a
n/a
n/a
n/a
E
60.8
E
60.9
E
62.0
B
14.6
C
27.1
C
28.3
F
F
222.5 313.8
F
F
358.9 470.8
F
F
428.9 520.7
D
37.5
D
48.4
D
51.5
F
130.5
F
200.1
F
228.6
n/a
n/a
n/a
D
37.6
D
38.8
D
47.0
D
41.3
D
51.1
E
56.1
C
21.5
C
23.2
C
23.6
F
83.3
F
Background
2016
84.5
F
Proposed
2016
84.5
B
19.1
C
20.6
C
23.0
B
19.1
C
20.6
C
23.0
F
80.9
E
73.1
E
73.1
C
25.4
C
33.2
D
40.7
F
81.6
F
Background
2016
80.3
E
Proposed
2016
74.4
B
13.7
B
17.9
C
22.1
B
13.7
B
17.9
C
22.1
E
66.6
E
63.1
E
56.3
A
4.0
B
10.4
C
24.0
Existing
2014
n/a
Background
2016
n/a
Proposed
2016
n/a
C
26.4
D
53.4
D
55.0
n/a
n/a
n/a
n/a
n/a
n/a
F
E
E
86.2 68.1 68.1
F
F
F
89.8 129.3 129.3
F
F
F
106.6 137.4 137.4
D
44.4
E
69.3
E
75.0
D
41.8
D
42.2
E
72.0
D
56.3
D
53.6
D
53.6
D
42.9
D
53.2
D
46.7
D
42.9
D
53.2
D
46.7
C
29.7
D
35.1
D
39.5
A
0
A
0
A
0
B
17.2
B
17.1
B
16.2
B
17.2
B
17.1
B
16.2
B
17.2
B
17.1
B
16.2
B
11.3
B
15.7
C
25.4
B
10.0
B
10.1
C
15.2
A
5.5
A
5.6
A
6.1
C
24.0
A
0
A
0
C
17.1
Existing
2014
A
1.1
A
0.7
A
0.7
D
41.8
D
42.2
E
72.0
D
41.8
D
42.2
E
72.0
Existing
2014
A
4.0
B
10.4
C
24.0
D
49.4
D
49.4
D
49.8
D
49.4
D
49.4
D
49.8
Existing
2014
Background
2016
Proposed
2016
A
7.5
A
7.5
A
8.3
Existing
2014
n/a
Background
2016
n/a
Proposed
2016
A
7.8
1600 West Loop
A
0
A
0
A
0
A
0
A
0
A
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
A
A
n/a
0
0
A
A
n/a
0
0
A
A
n/a
0
0
A
n/a
n/a
0
A
n/a
n/a
0
A
A
n/a
0
0
B
10.0
B
10.1
C
15.2
n/a
n/a
n/a
n/a
n/a
C
24.0
n/a
Page 13
Table 9: AM Peak Hour Level of Service Comparison (continued)
Analysis
Period
Existing
2014
Background
2016
Proposed
2016
Existing
2014
Background
2016
Proposed
2016
Existing
2014
Background
2016
Proposed
2016
Existing
2014
Background
2016
Proposed
2016
Existing
2014
Background
2016
Proposed
2016
Existing
2014
Background
2016
Proposed
2016
Eastbound
Westbound
Northbound
Southbound
Intersection
Intersection
Left
Thru Right Left
Thru Right Left
Thru Right Left
Thru Right
B
A
A
A
n/a
n/a
n/a
n/a
n/a
11.7
0
0
0.8
B
A
A
A
n/a
n/a
n/a
n/a
n/a
11.7
0
0
0.8
B
A
A
A
n/a
n/a
n/a
n/a
n/a
14.1
0
0
0.9
A
A
n/a
n/a
n/a
n/a
n/a
0
0
A
A
n/a
n/a
n/a
n/a
n/a
0
0
B
A
A
A
n/a
n/a
n/a
n/a
n/a
14.4
0
0
0.4
B
A
A
A
n/a
n/a
n/a
n/a
n/a
11.7
0
0
0.1
B
A
A
A
n/a
n/a
n/a
n/a
n/a
11.7
0
0
0.1
B
A
A
n/a
n/a
n/a
n/a
n/a
n/a
13.9
0
0.3
B
A
A
A
n/a
n/a
n/a
n/a
n/a
11.8
0
0
0.1
B
A
A
A
n/a
n/a
n/a
n/a
n/a
12.9
0
0
0.1
A
A
A
n/a
n/a
n/a
n/a
0
0
0
(13) Hollyhurst
Hollyhurst at North Parking Lot Driveway/Driveway D
A
A
A
A
A
n/a
n/a
n/a
n/a
9.3
9.3
7.6
0
1.0
A
A
A
A
A
n/a
n/a
n/a
n/a
9.4
9.4
7.6
0
1.0
B
B
A
A
A
n/a
n/a
n/a
n/a
10.1
10.1
7.7
0
1.4
(14) Hollyhurst at South Parking Lot Driveway/Driveway C
A
A
A
A
A
n/a
n/a
n/a
n/a
0
0
0
0
0
A
A
A
A
A
n/a
n/a
n/a
n/a
0
0
0
0
0
B
B
A
A
A
n/a
n/a
n/a
n/a
10.2
10.2
8.0
0
2.3
1600 West Loop
Page 14
Table 10:
10: PM Peak Hour Level of Service Comparison
Analysis
Period
Westbound
Northbound
Southbound
Eastbound
Intersection
Left
Thru Right Left
Thru Right Left
Thru Right Left
Thru Right
E
69.6
E
Background
2016
61.4
E
Proposed
2016
64.3
B
14.4
D
54.6
E
55.4
Existing
2014
n/a
n/a
n/a
n/a
n/a
n/a
F
F
F
F
F
92.4 92.4 124.1 124.1 124.1
F
F
F
F
F
108.1 108.1 240.8 240.8 240.8
F
F
F
F
F
117.9 117.5 298.6 298.6 298.6
E
71.1
F
121.6
F
143.5
n/a
n/a
n/a
Existing
2014
n/a
Background
2016
n/a
Proposed
2016
n/a
F
F
115.4 115.4
F
F
112.6 112.6
F
F
122.7 122.7
B
13.4
B
19.0
C
24.7
A
0.9
A
1.3
A
1.6
n/a
n/a
n/a
n/a
n/a
n/a
E
70.6
E
71.8
E
71.8
F
F
94.9 94.9
F
F
121.6 121.6
F
F
139.8 139.8
F
94.1
F
99.9
F
110.2
A
9.2
C
Background
2016
28.0
D
Proposed
2016
50.5
C
24.8
E
59.4
E
59.8
Existing
2014
n/a
n/a
n/a
n/a
n/a
n/a
F
F
188.2 194.2
F
F
215.3 274.7
F
F
229.4 307.0
E
60.2
E
62.9
E
65.0
F
269.4
F
303.5
F
326.7
B
10.4
B
11.3
B
11.3
F
131.6
F
158.3
F
172.8
n/a
n/a
n/a
E
F
78.6 152.7
F
F
99.8 251.4
F
F
108.1 251.4
A
2.7
A
3.3
A
3.7
F
109.8
F
Background
2016
146.9
F
Proposed
2016
146.9
B
18.6
C
27.9
E
76.4
B
18.6
C
27.9
E
76.4
D
45.0
D
46.1
D
46.5
C
29.6
C
32.5
D
37.1
E
59.5
D
Background
2016
50.7
D
Proposed
2016
54.4
B
14.5
B
16.5
B
16.7
B
14.5
B
16.5
B
16.7
E
72.9
F
84.9
F
85.0
A
3.1
A
6.5
A
6.5
Existing
2014
n/a
Background
2016
n/a
Proposed
2016
n/a
B
10.3
C
23.3
D
37.7
D
46.4
D
49.4
E
56.0
D
45.8
D
48.9
D
53.7
D
45.8
D
48.9
D
53.7
E
56.7
F
81.2
F
86.4
D
D
D
F
46.5 46.5 46.5 214.0
D
D
D
F
52.9 52.9 52.9 229.0
F
F
F
F
196.1 196.1 196.1 222.1
A
9.1
A
9.1
A
8.2
A
9.1
B
9.1
A
8.2
C
33.7
D
41.5
F
81.2
B
15.1
B
15.0
B
17.6
B
15.1
B
15.0
B
17.6
B
12.4
B
14.6
B
15.1
n/a
n/a
n/a
n/a
n/a
n/a
Existing
2014
A
1.4
A
1.5
A
1.4
Existing
2014
1600 West Loop
A
3.1
A
6.5
A
6.5
D
51.5
D
51.6
D
52.8
D
51.5
D
51.6
D
52.8
A
0.5
A
0.5
A
0.5
B
15.1
B
15.0
B
17.6
Page 15
Table 10: PM Peak Hour Level of Service Comparison (continued)
Analysis
Period
Westbound
Northbound
Southbound
Eastbound
Intersection
Left
Thru Right Left
Thru Right Left
Thru Right Left
Thru Right
Existing
2014
Background
2016
Proposed
2016
A
7.5
A
7.5
A
7.7
A
0
A
0
A
0
Existing
2014
n/a
Background
2016
n/a
Proposed
2016
A
7.4
A
0
A
0
A
0
Existing
2014
n/a
n/a
Background
2016
n/a
n/a
Proposed
2016
n/a
n/a
Existing
2014
n/a
n/a
Background
2016
n/a
n/a
Proposed
2016
n/a
n/a
Existing
2014
n/a
n/a
Background
2016
n/a
n/a
Proposed
2016
n/a
n/a
Existing
2014
n/a
n/a
Background
2016
n/a
n/a
Proposed
2016
n/a
n/a
1600 West Loop
A
A
B
n/a
0
0
10.3
A
A
B
n/a
n/a
n/a
0
0
10.3
A
A
A
B
n/a
n/a
0
0
0
11.2
A
n/a
n/a
n/a
n/a
0
A
n/a
n/a
n/a
n/a
0
A
A
B
n/a
n/a
0
0
11.3
C
n/a
n/a
n/a
18.5
C
n/a
n/a
n/a
23.3
F
n/a
n/a
n/a
65.3
A
n/a
n/a
n/a
0
A
n/a
n/a
n/a
0
C
n/a
n/a
n/a
21.9
B
n/a
n/a
n/a
13.0
B
n/a
n/a
n/a
14.5
C
n/a
n/a
n/a
17.1
B
n/a
n/a
n/a
12.7
B
n/a
n/a
n/a
14.1
n/a
n/a
n/a
n/a
n/a
n/a
B
10.3
B
10.3
B
11.2
A
5.6
A
5.5
A
5.6
n/a
B
11.3
A
0
A
0
A
5.1
A
0
A
0
A
0
A
0
A
0
A
0
A
3.1
A
3.4
B
12.3
A
0
A
0
A
0
A
0
A
0
A
0
A
0
A
0
A
2.3
A
0
A
0
A
0
A
0
A
0
A
0.4
A
0.4
A
1.0
n/a
n/a
n/a
n/a
n/a
A
0
A
0
A
0
n/a
A
0
A
0
A
0
A
0.1
A
0.1
A
0
Page 16
Table 10: PM Peak Hour Level of Service Comparison (continued)
Analysis
Period
Existing
2014
Background
2016
Proposed
2016
Existing
2014
Background
2016
Proposed
2016
Eastbound
Westbound
Northbound
Southbound
Intersection
Left
Thru Right Left
Thru Right Left
Thru Right Left
Thru Right
(13) Hollyhurst at North Parking Lot Driveway/Driveway D
A
A
A
A
A
A
A
n/a
n/a
n/a
n/a
9.4
9.4
0
0
7.5
0
1.4
A
A
A
A
A
A
A
n/a
n/a
n/a
n/a
9.4
9.4
0
0
7.5
0
1.4
B
B
A
A
A
A
A
n/a
n/a
n/a
n/a
10.9
10.9
0
0
8.0
0
1.3
(14) Hollyhurst at South Parking Lot Driveway/Driveway C
A
A
A
A
A
A
A
n/a
n/a
n/a
n/a
0
0
0
0
0
0
0
A
A
A
A
A
A
A
n/a
n/a
n/a
n/a
0
0
0
0
0
0
0
B
B
A
A
A
A
A
n/a
n/a
n/a
n/a
11.4
11.4
0
0
7.7
0
5.3
1600 West Loop
Page 17
Nov 24, 2014 - 3:43am
B(10.1)
F(129.3)
F(89.8)
8
E(63.1)
B
(15.7)
X(X.X)
X(X.X)
A
(5.6)
A(7.5)
A(0)
B(17.9)
B(10.4)
D(49.4)
B(17.9)
B(10.4)
D(49.4)
C(20.6)
D(42.2)
F(80.3)
D(42.2)
C(20.6)
B(17.1)
B(17.1)
E(73.1)
D
(35.1)
D(51.1)
7
B(17.1)
D(33.2)
D(42.2)
F(84.5)
A(0.8)
C(23.2)
D(38.8)
D(48.4)
B(10.2)
D(53.4)
D(53.6)
E
(69.3)
C(29.6)
D(53.4)
6
D(53.2)
D(53.6)
5
F
B(10.1)
F(176.6)
B(14.2)
F(176.6)
B(18.5)
E(60.9)
D(40.5)
E
(63.1)
F(176.6)
F
(82.7)
C(27.1)
A(7.5)
F(470.8)
C(33.8)
F(358.9)
C(33.8)
4
F(129.3)
3
F(85.4)
D(53.4)
2
F(85.4)
1
D(53.2)
N.T.S.
A(0)
Project Name:
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Sheet Title:
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12
A(0)
A(0)
A
(0.8)
A(0)
11
A(0)
10
A(0)
9
A
(0.1)
B(11.7)
A
(0.1)
B(11.7)
B(12.9)
14
A(9.4)
A(0)
A(0)
A
(0)
A(0)
A(0)
A
(1.0)
A(0)
A(0)
A(0)
A(9.4)
A(0)
13
A(0)
A(7.6)
N.T.S.
Project Name:
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Nov 24, 2014 - 3:43am
F
(99.9)
E(59.4)
F(112.6)
B(16.5)
B
(14.6)
B(10.3)
B(10.3)
D(48.9)
D(49.4)
A(0)
A(0)
A
(5.5)
A(7.5)
A(0.5)
B(16.5)
D(48.9)
F(99.8)
8
F(84.9)
D(51.6)
C(27.9)
D(52.9)
D(52.9)
D(50.7)
A(6.5)
D(51.6)
D
(41.5)
C(27.9)
B(15.0)
B(15.0)
D(46.1)
A(6.5)
A(3.3)
F(251.4)
7
B(15.0)
D(32.5)
D(52.9)
F(146.9)
A(1.5)
C(23.3)
F
(81.2)
C(28.0)
6
A(9.1)
F(229.0)
5
F
F(112.6)
F(124.1)
F(124.1)
F(124.1)
E(61.4)
D(54.6)
F(215.3)
B(19.0)
B(11.3)
F
F(274.7)
A(1.3)
E(62.9)
F(108.1)
4
F(303.5)
F(108.1)
3
F(121.6)
E(71.8)
2
F(121.6)
1
A(9.1)
N.T.S.
A(0)
Project Name:
1600 WEST LOOP TIA
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Nov 24, 2014 - 3:43am
12
A(0)
A(0)
A
(3.4)
A(0)
11
A(0)
10
A(0)
9
A
(0.4)
C(23.3)
A
(0.1)
B(14.5)
B(14.1)
14
A(9.4)
A(0)
A(0)
A
(0)
A(0)
A(0)
A
(1.4)
A(0)
A(0)
A(0)
A(9.4)
A(0)
13
A(0)
A(7.5)
N.T.S.
Project Name:
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Sheet Title:
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Nov 24, 2014 - 3:43am
C
(25.4)
A(0)
A(0)
A
(6.1)
A(8.3)
F(137.4)
F(106.6)
A(7.8)
A(0)
C(24.0)
C(24.0)
C(15.2)
8
E(56.3)
A(0)
C(22.1)
C(24.0)
D(49.8)
C(22.1)
C(24.0)
D(49.8)
C(23.0)
E(72.0)
E(74.4)
E(72.0)
C(23.0)
B(16.2)
B(16.2)
E(73.1)
D
(39.5)
E(56.1)
7
B(16.2)
D(40.7)
E(72.0)
F(84.5)
A(0.7)
C(23.6)
D(47.0)
D(51.5)
B(10.5)
D(53.6)
D(55.0)
E
(75.0)
C(30.9)
D(53.6)
6
D(46.7)
D(53.6)
5
F
C(15.2)
F(195.5)
B(15.5)
F(195.5)
B(19.8)
E(62.0)
D(40.3)
E
(69.7)
F(195.5)
F
(92.1)
C(28.3)
A(7.2)
F(520.7)
D(36.8)
F(428.9)
D(36.8)
4
F(137.4)
3
F(97.1)
D(53.4)
2
F(97.1)
1
D(46.7)
N.T.S.
A(0)
A(0)
C
(17.1)
A(0)
Project Name:
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Nov 24, 2014 - 3:43am
A
(0.9)
A(0)
A
(0.4)
B(14.1)
A
(0.3)
B(14.4)
A
(0)
B(13.9)
14
A(0)
A(8.0)
B(10.1)
B(10.1)
B(10.2)
A(0)
A
(2.3)
A(0)
A(0)
A
(1.4)
B(10.2)
A(0)
13
A(0)
12
A(0)
A(0)
11
A(0)
A(0)
10
A(0)
9
A(0)
A(7.7)
N.T.S.
Project Name:
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PROPOSED (2016) LOS AND DELAY AM PEAK HOUR
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Nov 24, 2014 - 3:43am
F
B(16.7)
B
(15.1)
A(0)
D(53.7)
E(56.0)
A(7.4)
A(0)
B(11.3)
B(11.3)
A(0)
A
(5.6)
A(7.7)
A(0.5)
B(16.7)
D(53.7)
B(11.3)
F(108.1)
8
F(85.0)
D(52.8)
E(76.4)
F(196.1)
F(196.1)
D(54.4)
A(6.5)
D(52.8)
F
(81.2)
E(76.4)
B(17.6)
B(17.6)
D(46.5)
A(6.5)
A(3.7)
F(251.4)
7
B(17.6)
D(37.1)
F(196.1)
F(146.9)
A(1.4)
E(65.0)
E(59.8)
F(122.7)
D(37.7)
F
(86.4)
D(50.5)
6
A(8.2)
F(222.1)
5
F
F(122.7)
F(298.6)
F(298.6)
E(55.4)
F(298.6)
E(64.3)
F(229.4)
C(24.7)
F(326.7)
F
F(307.0)
A(1.6)
B(11.2)
F(117.9)
4
B(11.2)
F(117.9)
3
F(139.8)
E(71.8)
2
F(139.8)
1
A(8.2)
N.T.S.
A(0)
A(0)
A
(5.1)
A(0)
Project Name:
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Sheet No.
Nov 24, 2014 - 3:43am
B
(12.3)
A(0)
A
(2.3)
F(65.3)
A
(1.0)
C(21.9)
A
(0)
C(17.1)
14
A(0)
A(7.7)
B(10.9)
B(10.9)
B(11.4)
A(0)
A
(5.3)
A(0)
A(0)
A
(1.3)
B(11.4)
A(0)
13
A(0)
12
A(0)
A(0)
11
A(0)
A(0)
10
A(0)
9
A(0)
A(8.0)
N.T.S.
Project Name:
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PROPOSED (2016) LOS AND DELAY PM PEAK HOUR
WPMA P.N.:
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Sheet No.
LEVEL OF SERVICE COMPARISON
As can be seen in the previous tables, some intersections are impacted by the additional site traffic
under proposed conditions. The following is a summary of findings based on the analysis
conducted as part of this traffic impact analysis:
AM Peak Hour

Post Oak Blvd at IH 610 Northbound Frontage Road
o
Level of service declines from LOS F (82.7 sec/veh) in the background condition to
LOS F (92.1 sec/veh) in the proposed condition. The change in delay is less than 10
seconds and does not warrant mitigation.

San Felipe at IH 610 Northbound Frontage Road
o
LOS F (228.6 sec/veh) in the proposed condition. The change in delay is less than
30 seconds and does not warrant mitigation.
PM Peak Hour

Post Oak Blvd at NB 610 Frontage Road
o

Post Oak Blvd at SB 610 Frontage Road
o

San Felipe at NB 610 Frontage Road
o

San Felipe at SB 610 Frontage Road
o
LOS F (86.4 sec/veh) in the proposed condition. The change in delay is less than 10
seconds and does not warrant mitigation.

Post Oak Blvd. at Hollyhurst
1600 West Loop
Page 18
o
Level of service declines from LOS C (33.7 sec/veh) under existing condition, LOS
D (41.5 sec/veh) under background condition, and LOS F (81.2 sec/veh) under
proposed condition. This intersection requires mitigation to bring the level of service
to at least under background condition. The addition of a northbound right turn bay
with signal timing adjustments would improve LOS to E (reduce delay from 81.2
sec/veh to 68.1 sec/veh). Signal timing changes only would improve the LOS to E,
but the reduction in delay would be less (reduce delay from 81.2 sec/veh to 74.6
sec/veh).
MITIGATION ANALYSIS
As can be seen in the previous tables, there will be some impact to surrounding roadways when the
proposed 1600 West Loop development is fully built and operational. The only intersection that
requires mitigation is the intersection of Post Oak Blvd. at Hollyhurst Ln.
To mitigate the impact of the proposed 1600 West Loop development at the Post Oak Blvd. at
Hollyhurst Ln. intersection, a turn bay for the northbound right turn movement could be provided.
Additionally, if a turn bay is added, the traffic signal timings should be adjusted to accommodate the
revised lane configuration. At this time, there is limited right-of-way at this intersection. The property
in the southeast corner is built to the right-of-way line. The property owner is dedicating ROW to the
City of Houston along their property for future widening of Hollyhurst.
Due to the restricted right-of-way, a feasible alternative is to adjust the signal timing plan. Retiming
the intersection of Post Oak Blvd. at Hollyhurst will improve the level of service during the PM peak
hour from LOS F (81.2 sec/veh) to LOS E (74.6 sec/veh). A comparison of level of service from the
background condition, the proposed conditions, and both mitigation options can be seen in Table
11 and Table 12. It is also recommended to restrict eastbound u-turns to further reduce delays. A
no U-turn sign could be posted.
1600 West Loop
Page 19
Table 11: Post Oak at Hollyhurst: Mitigation – AM Peak Hour
Eastbound
Westbound
Northbound
Southbound
Intersection
Left
Thru Right Left
Thru Right Left
Thru Right Left
Thru Right
F
C
C
E
C
A
D
D
D
D
D
D
D
Background
84.5 20.6 20.6 73.1 33.2
0.7
42.2 42.2 42.2 53.6 53.2 53.2
35.1
F
C
C
E
D
A
E
E
E
D
D
D
D
Proposed
84.5 23.0 23.0 73.1 40.7
0.7
72.0 72.0 72.0 53.6 46.7 46.7
39.5
F
C
C
E
D
A
F
F
A
D
E
E
D
NB RT Bay
Mitigation 125.0 24.2 24.2 76.8 37.5
0.7
83.2 83.2
3.4
44.5 39.2 39.2
37.3
Signal
F
C
C
E
D
A
D
D
D
D
E
E
D
Timing
88.9 26.4 26.4 72.1 40.7
1.1
50.7 50.7 50.7 52.4 55.3 55.3
41.0
Mitigation
Analysis
Period
Table 12: Post Oak at Hollyhurst: Mitigation – PM Peak Hour
Eastbound
Westbound
Northbound
Southbound
Intersection
Left
Thru Right Left
Thru Right Left
Thru Right Left
Thru Right
A
D
D
D
F
A
B
D
F
C
C
D
C
Background
146.9 27.9 27.9 46.1 32.5
1.5
52.9 52.9 52.9 229.0 9.1
9.1
41.5
F
E
E
D
D
A
F
F
F
F
A
A
F
Proposed
146.9 76.4 76.4 46.5 37.1
1.4 196.1 196.1 196.1 222.1 8.2
8.2
81.2
F
E
E
D
D
A
F
D
F
F
A
A
E
NB RT Bay
Mitigation 146.9 75.7 75.7 46.5 36.7
1.4
92.2 92.2 100.4 138.1 8.3
8.3
68.1
Signal
A
F
F
F
F
C
C
E
E
F
F
E
D
Timing
66.1 88.2 88.2 55.9 47.5
1.5 127.8 127.8 127.8 83.2 22.6 22.6
74.6
Mitigation
Analysis
Period
1600 West Loop
Page 20
CONCLUSIONS AND RECOMMENDATIONS
Based on this traffic impact analysis for the new 1600 West Loop development, there will be some
impact to the surrounding intersections when the adjacent developments and the proposed 1600
West Loop development are fully built and operational. To mitigate the impact at the intersection of
Post Oak Blvd. at Hollyhurst Ln., a northbound right turn bay could be provided and the signal
timing plan updated. However, due to limited right-of-way, it is not feasible at this time to add the
northbound turn bay. It is still possible to improve the level of service by adjusting the traffic signal
timings.
1600 West Loop
Page 21
TAB ONE
Existing Traffic Volumes
1600 West Loop TIA
Walter P Moore Project T03-14008-00
Turning Movement Counts - RAW DATA
Count Location:
Count Date:
Weather Conditions:
Road Surface Condition:
Names of Counters:
Left
87
91
94
118
117
126
105
90
Eastbound
Post Oak Blvd
Thru Right
U
110
129
158
164
195
182
168
172
Left
371
412
417
369
262
333
372
428
Eastbound
Post Oak Blvd
Thru Right
U
87
88
81
110
103
122
104
101
Time
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
IH 610 NBFR at Post Oak Blvd
Tuesday, April 01, 2014
CJH
Peds
0
0
0
0
0
0
0
0
Left
A.M. PEAK PERIOD
Westbound
Post Oak Blvd
Thru Right
U
Peds
Left
17
30
1
51
19
40
1
43
25
60
2
35
28
60
3
46
35
41
1
45
36
36
0
58
29
57
1
47
38
53
1
36
Northbound
IH 610 NBFR
Thru Right
U
77
14
87
13
94
14
124
18
132
26
115
20
120
29
111
28
Peds
0
0
4
1
1
0
1
0
Southbound
IH 610 NBFR
Thru Right
U
44
66
79
86
114
94
107
96
Peds
0
0
0
0
0
0
0
0
Southbound
IH 610 NBFR
Thru Right
U
37
33
31
27
30
25
15
27
Peds
0
0
0
1
0
0
0
0
Left
0
0
0
0
0
Southbound
IH 610 NBFR
Thru Right
U
0
0
86
0
0
114
0
0
94
0
0
107
0
0
401
Peds
0
0
0
0
0
5
0
Left
Vehicle
Total
430
488
559
644
705
667
662
624
P.M. PEAK PERIOD
Time
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
Westbound
Peds
0
0
0
0
0
0
0
0
Left
Thru
68
64
76
81
90
85
79
89
Right
109
113
106
95
70
90
85
107
U
Peds
0
1
1
0
0
6
0
1
Left
23
14
19
24
6
18
13
19
Northbound
IH 610 NBFR
Thru Right
U
205
13
221
7
247
5
180
10
158
4
206
1
179
0
165
2
A.M. Peak Hour
7:45
8:45
A.M.
Peak
Hour
7:45
8:00
8:15
8:30
TOTAL
Ped
Conflicts
PHF
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Left
118
117
126
105
466
0
Eastbound
Post Oak Blvd
Thru Right
U
164
0
0
195
0
0
182
0
0
168
0
0
709
0
0
3
Left
0
0
0
0
0
Thru
28
35
36
29
128
8
Right
60
41
36
57
194
U
0
0
0
0
0
Peds
3
1
0
1
5
5
Left
46
45
58
47
196
Left
371
412
417
369
1569
1
8
Westbound
Peds
0
0
0
0
0
Left
0
0
0
0
0
10
Thru
68
64
76
81
289
Right
109
113
106
95
423
3
Northbound
IH 610 NBFR
Thru Right
U
124
18
0
132
26
0
115
20
0
120
29
0
491
93
0
3
0.925 0.909 ##### ##### ##### ##### 0.889 0.808 ##### 0.417 0.845
Eastbound
Post Oak Blvd
Thru Right
U
87
0
0
88
0
0
81
0
0
110
0
0
366
0
0
Left
Vehicle
Total
913
952
982
896
723
880
847
938
P.M. Peak Hour
16:00
17:00
Westbound
Peds
0
0
0
0
0
Peds
3
5
0
0
0
0
2
1
U
0
0
0
0
0
Peds
0
1
1
0
2
Left
23
14
19
24
80
8
Peds
1
1
0
1
3
8
0.93
0.802 #####
Northbound
IH 610 NBFR
Thru Right
U
205
13
0
221
7
0
247
5
0
180
10
0
853
35
0
10
0.75
Peds
3
5
0
0
8
Vehicle
Total
644
705
667
662
2678
8
##### ##### ##### 0.879 ##### 0.9496
Left
0
0
0
0
0
Southbound
IH 610 NBFR
Thru Right
U
0
0
37
0
0
33
0
0
31
0
0
27
0
0
128
3
1
Peds
0
0
0
1
1
Vehicle
Total
913
952
982
896
3743
11
1600 West Loop TIA
Count Location:
Count Date:
Weather Conditions:
Names of Counters:
Time
Left
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
IH 610 SBFR at Post Oak Blvd
CJH
Eastbound
Post Oak Blvd
Thru Right
U
97
23
0
109
31
0
115
27
0
143
22
0
145
25
0
170
20
0
130
21
0
117
20
0
Peds
0
0
0
0
0
0
0
0
Left
6
7
8
10
8
11
1
12
A.M. PEAK PERIOD
Westbound
Northbound
Post Oak Blvd
IH 610 SBFR
Thru Right
U
Peds
Left
U
Thru Right
57
0
0
13
57
0
0
14
51
0
0
9
63
0
0
17
70
0
0
9
84
0
0
14
74
0
0
32
62
0
0
32
Left
33
20
20
22
26
25
12
14
P.M. PEAK PERIOD
Westbound
Northbound
Post Oak Blvd
IH 610 SBFR
Thru Right
U
Peds
Left
U
Thru Right
59
0
0
20
58
0
0
13
74
0
0
16
82
0
0
11
68
1
0
11
78
0
0
17
80
0
0
16
95
0
0
18
Eastbound
Time
Left
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
Thru
360
404
409
360
277
351
391
444
Right
37
25
28
30
22
19
19
27
U
1
0
1
1
0
0
2
0
Peds
0
0
0
1
0
0
0
0
A.M. Peak Hour
7:45
8:45
Eastbound
Left
0
0
0
0
0
8
Thru
360
404
409
360
1533
Right
37
25
28
30
120
8
U
1
0
1
1
3
Peds
0
0
0
1
1
Peds
4
3
0
0
0
0
0
0
Left
96
111
134
137
155
137
128
135
Peds
0
0
1
0
0
0
0
0
Left
59
62
56
63
66
78
71
66
Southbound
IH 610 SBFR
Thru Right
U
130
132
138
145
129
131
134
133
136
136
103
146
110
165
80
157
Peds
3
0
3
1
2
4
2
1
Left
137
155
137
128
557
Southbound
IH 610 SBFR
Thru Right
U
133
297
0
118
298
0
125
269
0
126
290
0
502
1154
0
Peds
0
0
0
0
0
Vehicle
Total
662
747
757
822
828
830
802
778
Vehicle
Total
831
865
864
836
743
817
866
901
P.M. Peak Hour
16:00
17:00
A.M.
Westbound
Northbound
Eastbound
Post Oak Blvd
IH 610 SBFR
Peak
Hour
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
Left
Thru Right
U
7:45
0
143
22
0
0
10
63
0
0
0
0
0
0
17
8:00
0
145
25
0
0
8
70
0
0
0
0
0
0
9
8:15
0
170
20
0
0
11
84
0
0
0
0
0
0
14
8:30
0
130
21
0
0
1
74
0
0
0
0
0
0
32
TOTAL
0
588
88
0
0
30
291
0
0
0
0
0
0
72
Ped
0
4
4
0
4
4
Conflicts
PHF
##### 0.865 0.88 ##### ##### 0.682 0.866 ##### ##### ##### ##### ##### ##### 0.563
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Peds
0
0
4
2
1
0
1
0
Southbound
IH 610 SBFR
Thru Right
U
90
280
114
304
132
281
133
297
118
298
125
269
126
290
123
277
Left
33
20
20
22
95
7
Westbound
Post Oak Blvd
Thru Right
U
59
0
0
58
0
0
74
0
0
82
0
0
273
0
0
7
Peds
0
0
0
0
0
Left
0
0
0
0
0
Northbound
IH 610 SBFR
Thru Right
U
0
0
20
0
0
13
0
0
16
0
0
11
0
0
60
8
7
Peds
2
1
0
1
4
0
0.5
Peds
4
3
0
0
7
0
Vehicle
Total
822
828
830
802
3282
4
0.898 0.944 0.968 ##### ##### 0.9886
Left
59
62
56
63
240
7
Southbound
IH 610 SBFR
Thru Right
U
130
132
0
138
145
0
129
131
0
134
133
0
531
541
0
8
Peds
3
0
3
1
7
Vehicle
Total
831
865
864
836
3396
15
1600 West Loop TIA
Count Location:
Count Date:
Weather Conditions:
Names of Counters:
Left
71
121
127
148
129
110
134
83
Eastbound
San Felipe
Thru Right
153
194
209
211
244
218
226
234
Left
183
195
189
183
206
237
248
214
Eastbound
San Felipe
Thru Right
194
185
186
215
201
186
257
222
Time
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
Time
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
IH 610 NBFR @ San Felipe
CJH
U
0
0
0
0
0
0
0
0
U
0
1
0
0
0
0
0
0
Peds
0
0
0
0
0
0
0
0
Peds
0
0
0
0
0
0
0
0
Left
Left
A.M. PEAK PERIOD
Westbound
San Felipe
Thru Right
U
Peds
Left
122
53
1
206
158
73
1
206
196
104
2
170
182
98
2
215
183
95
1
236
185
67
2
229
205
95
0
236
187
85
1
244
Northbound
IH 610 NBFR
Thru Right
U
173
59
59
209
75
56
209
76
70
264
81
89
293
90
121
271
88
101
277
72
102
267
68
79
P.M. PEAK PERIOD
Westbound
San Felipe
Thru Right
U
Peds
Left
262
131
1
90
249
142
2
76
272
132
3
106
231
118
4
89
187
51
4
92
207
56
5
80
273
74
5
95
299
119
3
110
Northbound
IH 610 NBFR
Thru Right
U
231
45
41
259
32
27
238
53
41
231
48
37
154
43
26
144
39
34
167
34
27
219
54
21
A.M. Peak Hour
7:45
8:45
A.M.
Peak
Hour
7:45
8:00
8:15
8:30
TOTAL
Ped
Conflicts
PHF
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Left
148
129
110
134
521
Eastbound
San Felipe
Thru Right
211
0
244
0
218
0
226
0
899
0
Southbound
IH 610 NBFR
Thru Right
U
54
36
45
22
16
26
29
22
Peds
0
0
0
0
1
9
2
0
Left
0
0
0
0
0
Southbound
IH 610 NBFR
Thru Right
U
0
0
32
0
0
44
0
0
34
0
0
32
0
0
142
Peds
0
1
0
0
1
6
1
Left
0.97
0.943 0.919 0.853 0.375 ##### ##### ##### 0.807
0.25
Left
183
195
189
183
750
Eastbound
San Felipe
Thru Right
194
0
185
0
186
0
215
0
780
0
Left
90
76
106
89
361
Northbound
IH 610 NBFR
Thru Right
U
231
45
41
259
32
27
238
53
41
231
48
37
959
178
146
Peds
0
0
0
0
0
6
16
8
U
0
1
0
0
1
Peds
0
0
0
0
0
Left
0
0
0
0
0
16
U
0
0
0
0
0
Northbound
IH 610 NBFR
Thru Right
U
264
81
89
293
90
121
271
88
101
277
72
102
1105
331
413
0.921 ##### ##### ##### ##### 0.921 0.906 ##### 0.625
6
Left
0
0
0
0
0
Westbound
San Felipe
Thru Right
182
98
183
95
185
67
205
95
755
355
0.88
3
Vehicle
Total
925
1123
1185
1320
1435
1303
1379
1287
Vehicle
Total
1231
1202
1262
1174
976
1009
1204
1280
P.M. Peak Hour
16:00
17:00
Left
215
236
229
236
916
0
Peds
0
0
0
0
0
Peds
1
0
1
4
1
5
2
0
Peds
0
0
0
0
1
0
0
0
Left
Peds
2
1
2
0
5
1
U
0
0
0
0
0
Peds
0
2
5
2
0
1
0
1
Southbound
IH 610 NBFR
Thru Right
U
29
31
24
32
44
34
32
40
6
Westbound
San Felipe
Thru Right
262
131
249
142
272
132
231
118
1014
523
10
3
U
0
0
0
0
0
Peds
1
2
3
4
10
Peds
2
0
1
0
3
8
Peds
1
0
1
4
6
Left
0
0
0
0
0
Southbound
IH 610 NBFR
Thru Right
U
0
0
54
0
0
36
0
0
45
0
0
22
0
0
157
10
0
Vehicle
Total
1320
1435
1303
1379
5437
9
0.9472
Vehicle
Total
1231
1202
1262
1174
4869
16
1600 West Loop TIA
Count Location:
Count Date:
Weather Conditions:
Names of Counters:
Time
Left
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
Eastbound
San Felipe
Thru Right
137
86
234
96
246
156
265
154
278
127
228
115
254
103
207
118
IH 610 SBFR @ San Felipe
CJH
U
0
0
0
0
0
0
0
0
Peds
1
0
1
2
0
0
0
0
Left
46
76
87
90
67
80
93
78
A.M. PEAK PERIOD
Westbound
Northbound
San Felipe
IH 610 SBFR
Thru Right
U
Peds
Left
U
Thru Right
273
0
287
0
271
0
309
0
350
0
336
0
341
0
358
0
Peds
0
1
1
0
0
0
2
0
Left
81
74
83
87
82
99
103
109
Southbound
IH 610 SBFR
Thru Right
U
119
82
29
143
68
31
168
89
24
161
86
33
160
98
43
170
87
36
199
96
30
157
101
40
Peds
0
0
3
1
1
3
1
0
Vehicle
Total
853
1009
1124
1185
1205
1151
1219
1168
P.M. PEAK PERIOD
Time
Left
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
Eastbound
San Felipe
Thru Right
305
138
313
163
304
107
341
147
355
159
349
129
425
101
366
142
Westbound
U
1
0
0
0
0
0
0
0
Peds
1
1
3
0
3
3
1
1
Left
136
106
124
108
81
99
130
130
Thru
210
219
258
226
180
190
238
269
Right
U
Peds
0
0
0
0
0
0
0
0
Left
A.M. Peak Hour
7:45
8:45
A.M.
Eastbound
San Felipe
Peak
Hour
Left
Thru Right
U
Peds
7:45
0
265
154
0
2
8:00
0
278
127
0
0
8:15
0
228
115
0
0
8:30
0
254
103
0
0
TOTAL
0
1025
499
0
2
Ped
8
4
Conflicts
PHF
##### 0.922 0.81 ##### 0.25
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Left
0
0
0
0
0
5
Eastbound
San Felipe
Thru Right
305
138
313
163
304
107
341
147
1263
555
5
Peds
1
1
3
0
5
Southbound
Peds
0
0
0
0
0
2
1
0
Left
66
65
69
70
58
64
69
72
Thru
208
221
217
191
176
180
177
133
Right
31
19
29
15
18
34
47
33
U
56
35
44
25
31
29
31
22
Peds
0
0
0
0
4
8
1
1
U
33
43
36
30
142
Peds
1
1
3
1
6
Vehicle
Total
1151
1141
1152
1123
1058
1074
1218
1167
P.M. Peak Hour
16:00
17:00
Westbound
Left
90
67
80
93
330
Thru
309
350
336
341
1336
2
Right
0
0
0
0
0
U
0
0
0
0
0
Peds
0
0
0
0
0
6
Left
0
0
0
0
0
4
Northbound
IH 610 SBFR
Thru Right
U
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Left
136
106
124
108
474
0
Thru
210
219
258
226
913
Right
0
0
0
0
0
0
U
0
0
0
0
0
Peds
0
0
0
0
0
Left
0
0
0
0
0
5
Southbound
Peds
0
0
0
2
2
Left
87
82
99
103
371
6
8
0.25
0.9
0.867 0.936 0.826
2
0.887 0.954 ##### ##### ##### ##### ##### ##### #####
Westbound
U
1
0
0
0
1
Northbound
IH 610 SBFR
Thru Right
U
Northbound
IH 610 SBFR
Thru Right
U
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Thru
161
160
170
199
690
Right
86
98
87
96
367
Left
66
65
69
70
270
0
Thru
208
221
217
191
837
Right
31
19
29
15
94
5
1185
1205
1151
1219
4760
10
0.5
Southbound
Peds
0
0
0
0
0
Vehicle
Total
U
56
35
44
25
160
Peds
0
0
0
0
0
0.9762
Vehicle
Total
1151
1141
1152
1123
4567
5
1600 West Loop TIA
Count Location:
Count Date:
Weather Conditions:
Names of Counters:
Left
10
8
18
12
28
16
26
29
Eastbound
Post Oak Blvd
Thru Right
U
104
15
0
111
10
2
115
16
2
142
17
5
170
31
5
169
19
6
135
20
4
126
31
2
Left
33
41
53
54
38
36
47
83
Eastbound
Post Oak Blvd
Thru Right
U
384
10
1
395
10
2
388
8
3
359
9
1
253
8
1
324
9
1
354
9
2
429
14
5
Time
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
Time
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
Post Oak Blvd @ Hollyhurst
CJH
Peds
0
0
0
0
2
1
0
0
Peds
1
0
2
0
0
0
0
1
Left
2
4
4
8
11
6
11
13
A.M. PEAK PERIOD
Westbound
Northbound
Post Oak Blvd
Hollyhurst
Thru Right
U
Peds
Left
U
Thru Right
334
14
0
1
4
1
4
343
18
1
1
4
3
6
312
8
0
0
0
1
11
352
13
0
1
1
2
12
325
17
0
0
3
3
9
315
18
1
3
4
0
9
335
9
0
4
5
1
10
306
18
3
2
5
4
9
Left
2
3
2
1
2
5
4
4
P.M. PEAK PERIOD
Westbound
Northbound
Post Oak Blvd
Hollyhurst
Thru Right
U
Peds
Left
U
Thru Right
172
28
1
1
2
6
42
183
14
0
1
4
6
43
178
26
1
1
3
0
45
172
23
0
1
3
6
53
195
12
0
0
5
10
55
202
21
0
0
5
7
50
209
24
0
0
8
9
43
211
25
0
6
3
10
30
A.M. Peak Hour
7:45
8:45
A.M.
Peak
Hour
7:45
8:00
8:15
8:30
TOTAL
Ped
Conflicts
PHF
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Left
12
28
16
26
82
Eastbound
Post Oak Blvd
Thru Right
U
142
17
5
170
31
5
169
19
6
135
20
4
616
87
20
11
8
Peds
0
2
1
0
3
Left
33
41
53
54
181
Left
8
11
6
11
36
13
26
9
Peds
1
0
2
0
3
Left
21
17
12
16
13
17
12
18
Peds
1
0
6
0
2
5
1
6
Southbound
Peds
1
3
1
1
0
0
0
6
Left
28
23
31
28
17
16
21
25
Thru
4
2
4
5
4
5
4
2
Right
63
65
78
86
100
74
108
93
U
Peds
2
6
10
5
3
3
7
8
Vehicle
Total
581
592
580
687
714
669
673
650
Vehicle
Total
776
791
820
800
700
755
842
934
P.M. Peak Hour
16:00
17:00
Westbound
Post Oak Blvd
Thru Right
U
352
13
0
325
17
0
315
18
1
335
9
0
1327
57
1
Left
2
3
2
1
8
10
Peds
1
0
3
4
8
Left
1
3
4
5
13
0.5
0.65
16
0.732 0.906 0.702 0.833 0.375 0.818 0.942 0.792
Eastbound
Post Oak Blvd
Thru Right
U
384
10
1
395
10
2
388
8
3
359
9
1
1526
37
7
Peds
0
2
3
2
1
1
1
1
Southbound
Uptown Park Blvd
Thru Right
U
9
63
7
58
7
74
6
101
6
93
12
77
11
94
9
77
8
0.25
Westbound
Post Oak Blvd
Thru Right
U
172
28
1
183
14
0
178
26
1
172
23
0
705
91
2
27
Northbound
Hollyhurst
Thru Right
2
12
3
9
0
9
1
10
6
40
Peds
1
1
1
1
4
Left
2
4
3
3
12
9
Southbound
U
0
0
0
0
0
Peds
2
1
1
1
5
13
0.5
Left
16
13
17
12
58
Thru
6
6
12
11
35
16
Right
101
93
77
94
365
U
0
0
0
0
0
11
10
0.4
Southbound
U
0
0
0
0
0
Peds
1
3
1
1
6
Left
28
23
31
28
110
27
Thru
4
2
4
5
15
Right
63
65
78
86
292
26
Vehicle
Total
687
714
669
673
2743
24
0.833 ##### 0.625 0.853 0.729 0.903 #####
Northbound
Hollyhurst
Thru Right
6
42
6
43
0
45
6
53
18
183
Peds
0
2
5
1
8
U
0
0
0
0
0
Peds
2
6
10
5
23
0.9604
Vehicle
Total
776
791
820
800
3187
36
1600 West Loop TIA
Count Location:
Count Date:
Weather Conditions:
Names of Counters:
Hallmark @ San Felipe
CJH
A.M. PEAK PERIOD
Time
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
Left
7
4
10
10
17
17
6
14
Eastbound
San Felipe
Thru Right
229
0
365
0
397
1
431
1
420
0
363
0
362
0
336
5
U
1
0
1
2
7
3
3
5
Peds
1
0
0
0
0
0
0
0
Left
5
3
3
5
5
8
5
10
Westbound
San Felipe
Thru Right
269
16
296
17
293
15
327
17
341
16
331
17
342
24
378
28
Left
9
9
6
8
7
6
3
9
Westbound
San Felipe
Thru Right
231
23
233
21
270
22
251
13
239
18
224
15
288
17
295
17
U
1
0
0
0
2
0
0
2
Peds
0
0
0
0
0
0
0
1
Left
1
2
3
1
1
1
0
1
Northbound
Hallmark Dr
Thru Right
U
0
1
0
1
0
2
0
1
2
0
0
3
2
2
1
2
Peds
1
0
2
0
0
1
0
0
Left
2
2
1
1
2
0
1
0
Southbound
Hallmark Dr
Thru Right
U
0
13
0
6
0
11
0
13
1
10
4
12
0
13
2
11
Peds
0
1
1
0
1
0
1
1
Left
2
1
2
3
9
9
4
5
Southbound
Hallmark Dr
Thru Right
U
1
17
3
18
1
21
2
28
0
31
0
33
1
23
2
15
Peds
0
0
1
2
0
1
4
0
Southbound
Hallmark Dr
Thru Right
0
13
1
10
4
12
0
13
5
48
Peds
0
1
0
1
2
Vehicle
Total
545
696
737
809
824
759
760
795
P.M. PEAK PERIOD
Eastbound
Time
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
Left
13
4
9
16
17
13
5
4
Thru
398
426
378
402
422
352
441
421
Right
3
0
2
0
2
2
3
3
U
4
7
5
7
5
7
5
5
Peds
1
0
0
0
3
0
1
0
Northbound
U
2
0
0
2
5
0
2
2
Peds
0
0
0
0
0
0
0
3
Left
6
5
4
12
9
5
8
9
Thru
0
1
2
3
1
2
6
1
A.M. Peak Hour
7:45
8:45
A.M.
Peak
Hour
7:45
8:00
8:15
8:30
TOTAL
Ped
Conflicts
PHF
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Thru
431
420
363
362
1576
Right
1
0
0
0
1
0.735 0.914
0.25
2
U
2
7
3
3
15
Peds
0
0
0
0
0
1
Left
5
5
8
5
23
4
Thru
398
426
378
402
1604
Right
3
0
2
0
5
11
Westbound
San Felipe
Thru Right
327
17
341
16
331
17
342
24
1341
74
1
0.536 ##### 0.719
Eastbound
Left
13
4
9
16
42
U
4
7
5
7
23
Peds
1
0
0
0
1
U
Peds
1
1
7
1
1
1
0
2
Vehicle
Total
721
733
723
761
776
685
820
797
P.M. Peak Hour
16:00
17:00
Eastbound
Left
10
17
17
6
50
Right
12
5
1
14
11
17
14
9
Left
9
9
6
8
32
10
Northbound
U
0
2
0
0
2
Peds
0
0
0
0
0
Left
1
1
1
0
3
0.25
#####
0.75
2
0.98
0.771
Westbound
San Felipe
Thru Right
231
23
233
21
270
22
251
13
985
79
3
Thru
0
2
0
2
4
Right
1
0
3
2
6
0.5
0.5
1
U
0
0
0
0
0
Peds
0
0
1
0
1
Left
1
2
0
1
4
2
2
#####
0.25
0.5
0.313 0.923 #####
Left
2
1
2
3
8
Southbound
Hallmark Dr
Thru Right
1
17
3
18
1
21
2
28
7
84
1
Northbound
U
2
0
0
2
4
Peds
0
0
0
0
0
Left
6
5
4
12
27
11
Thru
0
1
2
3
6
Right
12
5
1
14
32
10
U
0
0
0
0
0
Peds
1
1
7
1
10
3
4
U
0
0
0
0
0
Vehicle
Total
809
824
759
760
3152
3
U
0
0
0
0
0
0.5
Peds
0
0
1
2
3
0.9563
Vehicle
Total
721
733
723
761
2938
14
1600 West Loop TIA
Count Location:
Count Date:
Weather Conditions:
Names of Counters:
Hallmark @ Hollyhurst
CJH
A.M. PEAK PERIOD
Left
15
15
12
15
20
25
27
33
Eastbound
Hallmark Dr
Thru Right
6
0
9
1
8
1
9
2
10
2
9
1
5
0
9
1
Left
19
21
21
17
24
24
23
19
Eastbound
Hallmark Dr
Thru Right
14
0
9
0
10
0
13
0
9
0
8
0
4
0
4
0
Time
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
U
0
0
1
0
0
0
0
0
Peds
3
0
1
1
0
0
0
0
Left
7
4
8
3
2
3
3
0
Westbound
Hallmark Dr
Thru Right
5
2
2
4
4
2
4
5
7
4
6
4
6
12
4
8
U
0
0
0
0
1
0
0
0
Peds
0
0
0
0
0
0
0
0
Left
0
0
0
0
0
0
0
0
Northbound
Parking Garage
Thru Right
U
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
Peds
0
0
0
0
0
0
0
0
Left
8
9
7
5
11
12
8
10
Southbound
Hollyhurst
Thru Right
2
10
2
5
2
7
0
9
1
7
0
7
0
11
1
8
U
0
0
0
0
0
0
0
0
Peds
0
0
0
1
0
0
0
0
U
1
0
0
0
0
0
0
0
Peds
0
0
0
1
0
0
0
0
U
0
0
0
0
0
Peds
1
0
0
0
1
Vehicle
Total
55
51
53
53
65
67
72
74
P.M. PEAK PERIOD
Time
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
Westbound
U
3
1
2
5
1
0
0
0
Peds
0
0
0
0
0
1
0
0
Left
0
0
0
0
0
0
0
0
Thru
7
7
5
10
16
18
11
4
Right
6
9
10
4
10
7
7
10
U
0
0
0
0
0
0
0
0
Peds
0
0
0
0
0
0
0
5
Left
1
0
2
1
0
1
0
3
Northbound
Parking Garage
Thru Right
U
5
5
4
5
5
6
1
2
3
2
0
1
2
0
0
1
A.M. Peak Hour
7:45
8:45
A.M.
Peak
Hour
7:45
8:00
8:15
8:30
TOTAL
Ped
Conflicts
PHF
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Left
15
20
25
27
87
2
Eastbound
Hallmark Dr
Thru Right
9
2
10
2
9
1
5
0
33
5
1
1
Eastbound
Hallmark Dr
Thru Right
14
0
9
0
10
0
13
0
46
0
0
Left
3
2
3
3
11
Thru
4
7
6
6
23
0
0.806 0.825 0.625 #####
Left
19
21
21
17
78
Peds
1
0
0
0
1
0.25
Right
5
4
4
12
25
U
0
1
0
0
1
Peds
0
0
0
0
0
1
0.917 0.821 0.521
Left
0
0
0
0
0
Peds
0
0
0
0
0
Left
0
0
0
0
0
0
Thru
7
7
5
10
29
Right
6
9
10
4
29
1
Northbound
Parking Garage
Thru Right
U
1
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0.25
Left
20
14
14
8
10
9
9
15
Thru
0
0
0
0
0
0
0
0
Right
10
16
14
17
26
22
17
14
U
0
0
0
0
0
0.25
Peds
0
0
0
0
0
Northbound
Parking Garage
Thru Right
U
5
5
0
4
5
0
5
6
0
1
2
0
15
18
0
Left
1
0
2
1
4
0
Southbound
Peds
0
0
0
0
0
0
##### #####
Westbound
U
3
1
2
5
11
Peds
0
0
0
0
0
0
0
0
Vehicle
Total
91
86
89
78
101
90
73
70
P.M. Peak Hour
16:00
17:00
Westbound
U
0
0
0
0
0
Southbound
Thru
0
1
0
0
1
Right
9
7
7
11
34
0.25
0.773 #####
1
##### ##### #####
0
Left
5
11
12
8
36
0.75
2
Left
20
14
14
8
56
1
Thru
0
0
0
0
0
Right
10
16
14
17
57
1
53
65
67
72
257
2
0.25
Southbound
Peds
0
0
0
0
0
Vehicle
Total
U
1
0
0
0
1
Peds
0
0
0
1
1
0.8924
Vehicle
Total
91
86
89
78
344
1
1600 West Loop TIA
Count Location:
Count Date:
Weather Conditions:
Names of Counters:
IH 610 SBFR @ Hallmark
CJH
Eastbound
Time
Left
Thru
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
Right
10
12
10
6
14
16
8
12
U
0
0
1
0
0
0
0
0
Peds
1
0
2
0
0
0
0
0
Eastbound
Time
Left
Thru
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
Right
55
35
49
32
36
26
23
27
U
0
0
0
0
0
0
0
0
Peds
5
0
0
1
0
0
4
1
A.M. PEAK PERIOD
Westbound
Northbound
IH 10 WB Frontage Road
SH 6 NB
Thru Right
U
Peds
Left
U
Left
Thru Right
P.M. PEAK PERIOD
Westbound
Northbound
SH 6 NB
Thru Right
U
Peds
Left
U
Left
Thru Right
A.M. Peak Hour
7:45
8:45
Peds
0
0
0
0
0
0
0
0
Left
Southbound
IH 610 SBFR
Thru Right
U
104
24
128
26
124
27
140
18
123
18
136
18
123
27
129
15
Peds
0
0
0
0
0
0
0
0
Southbound
Peds
0
0
0
0
0
0
0
0
Left
Thru
223
204
200
191
180
177
151
134
Right
5
2
2
8
10
15
11
10
U
Peds
0
0
0
0
0
0
0
0
Vehicle
Total
138
166
162
164
155
170
158
156
Vehicle
Total
283
241
251
231
226
218
185
171
P.M. Peak Hour
16:00
17:00
A.M.
Westbound
Northbound
Southbound
Eastbound
Vehicle
SH 6 NB
Peak
Total
Hour
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
7:45
0
0
6
0
0
0
0
0
0
0
0
0
0
0
0
0
140
18
0
0
164
8:00
0
0
14
0
0
0
0
0
0
0
0
0
0
0
0
0
123
18
0
0
155
8:15
0
0
16
0
0
0
0
0
0
0
0
0
0
0
0
0
136
18
0
0
170
8:30
0
0
8
0
0
0
0
0
0
0
0
0
0
0
0
0
123
27
0
0
158
TOTAL
0
0
44
0
0
0
0
0
0
0
0
0
0
0
0
0
522
81
0
0
647
Ped
0
0
0
0
0
0
0
0
0
Conflicts
PHF
##### ##### 0.688 ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### 0.932 0.75 ##### ##### 0.9515
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Eastbound
Left
0
0
0
0
0
6
Thru
0
0
0
0
0
Right
55
35
49
32
171
6
U
0
0
0
0
0
Peds
5
0
0
1
6
Westbound
Thru Right
U
Left
Peds
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
0
6
Northbound
SH 6 NB
Thru Right
0
0
0
0
0
0
0
0
0
0
0
Southbound
U
0
0
0
0
0
Peds
0
0
0
0
0
Left
0
0
0
0
0
0
Thru
223
204
200
191
818
Right
5
2
2
8
17
6
U
0
0
0
0
0
Peds
0
0
0
0
0
Vehicle
Total
283
241
251
231
1006
6
1600 West Loop TIA
Count Location:
Count Date:
Weather Conditions:
Names of Counters:
IH 610 SBFR @ North Driveway
CJH
A.M. PEAK PERIOD
Time
Left
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
Eastbound
Landry's Driveway
Thru Right
U
1
0
1
0
0
1
3
1
Westbound
Peds
0
0
2
0
0
0
0
0
Left
Thru
Right
Northbound
U
Peds
Left
Thru
Right
U
Peds
0
0
0
0
0
0
0
0
Left
Southbound
SB 6 SB
Thru Right
U
125
8
157
9
160
17
161
20
141
24
150
20
146
36
146
41
Peds
0
0
0
0
0
0
0
0
Southbound
SB 6 SB
Thru Right
U
217
4
198
1
190
1
195
1
196
8
167
2
156
2
144
2
Peds
0
0
0
0
0
0
0
0
Vehicle
Total
134
166
178
181
165
171
185
188
P.M. PEAK PERIOD
Time
Left
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
Eastbound
Landry's Driveway
Thru Right
U
5
9
12
2
10
9
8
4
Westbound
Peds
5
0
0
0
0
0
3
1
Left
Thru
Right
Northbound
U
Peds
Left
Thru
A.M. Peak Hour
7:45
8:45
Right
U
Peds
0
0
0
0
0
0
0
0
Left
Vehicle
Total
226
208
203
198
214
178
166
150
P.M. Peak Hour
16:00
17:00
A.M.
Westbound
Northbound
Southbound
Eastbound
Vehicle
Landry's Driveway
SB 6 SB
Peak
Total
Hour
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
7:45
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
161
20
0
0
181
8:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
141
24
0
0
165
8:15
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
150
20
0
0
171
8:30
0
0
3
0
0
0
0
0
0
0
0
0
0
0
0
0
146
36
0
0
185
TOTAL
0
0
4
0
0
0
0
0
0
0
0
0
0
0
0
0
598
100
0
0
702
Ped
0
0
0
0
0
0
0
0
0
Conflicts
PHF
##### ##### 0.333 ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### 0.929 0.694 ##### ##### 0.9486
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Left
0
0
0
0
0
Eastbound
Landry's Driveway
Thru Right
U
0
5
0
0
9
0
0
12
0
0
2
0
0
28
0
5
5
Westbound
Peds
5
0
0
0
5
Left
0
0
0
0
0
0
Thru
0
0
0
0
0
Right
0
0
0
0
0
0
Northbound
U
0
0
0
0
0
Peds
0
0
0
0
0
Left
0
0
0
0
0
5
Thru
0
0
0
0
0
Right
0
0
0
0
0
0
U
0
0
0
0
0
Peds
0
0
0
0
0
Left
0
0
0
0
0
0
Southbound
SB 6 SB
Thru Right
217
4
198
1
190
1
195
1
800
7
5
U
0
0
0
0
0
Peds
0
0
0
0
0
Vehicle
Total
226
208
203
198
835
5
1600 West Loop TIA
Count Location:
Count Date:
Weather Conditions:
Names of Counters:
IH 610 SBFR @ SouthDriveway
CJH
A.M. PEAK PERIOD
Time
Left
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
Eastbound
Bentley Driveway
Thru Right
U
0
0
0
1
0
2
1
1
Westbound
Peds
0
0
2
1
12
9
13
33
Left
Eastbound
Time
Left
Thru
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
Right
4
1
1
0
1
1
1
0
U
Peds
4
0
2
1
1
1
0
2
Left
Thru
Right
Northbound
U
Peds
Left
Thru
Right
U
P.M. PEAK PERIOD
Westbound
Northbound
0
Thru Right
U
Peds
Left
U
Thru Right
A.M. Peak Hour
7:45
8:45
Peds
Peds
Left
Left
Southbound
IH 610 SBFR
Thru Right
U
126
0
155
2
160
1
160
1
141
0
151
0
149
0
144
1
Peds
0
0
0
0
0
0
0
0
Southbound
IH 610 SBFR
Thru Right
U
219
2
208
1
202
0
197
1
205
0
175
0
162
2
145
2
Peds
0
0
0
0
0
0
0
0
Vehicle
Total
126
157
161
162
141
153
150
146
Vehicle
Total
225
210
203
198
206
176
165
147
P.M. Peak Hour
16:00
17:00
A.M.
Westbound
Northbound
Southbound
Eastbound
Vehicle
0
IH 610 SBFR
Peak
Total
Hour
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
7:45
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
160
1
0
0
162
8:00
0
0
0
0
12
0
0
0
0
0
0
0
0
0
0
0
141
0
0
0
141
8:15
0
0
2
0
9
0
0
0
0
0
0
0
0
0
0
0
151
0
0
0
153
8:30
0
0
1
0
13
0
0
0
0
0
0
0
0
0
0
0
149
0
0
0
150
TOTAL
0
0
4
0
35
0
0
0
0
0
0
0
0
0
0
0
601
1
0
0
606
Ped
35
35
0
0
35
0
0
35
35
Conflicts
PHF
##### ##### 0.5 ##### 0.673 ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### ##### 0.939 0.25 ##### ##### 0.9352
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Eastbound
Left
0
0
0
0
0
7
Thru
0
0
0
0
0
Right
4
1
1
0
6
7
U
0
0
0
0
0
Peds
4
0
2
1
7
Left
0
0
0
0
0
0
Westbound
0
Thru Right
0
0
0
0
0
0
0
0
0
0
0
Northbound
U
0
0
0
0
0
Peds
0
0
0
0
0
Left
0
0
0
0
0
7
Thru
0
0
0
0
0
Right
0
0
0
0
0
0
U
0
0
0
0
0
Peds
0
0
0
0
0
Left
0
0
0
0
0
0
Southbound
IH 610 SBFR
Thru Right
U
219
2
0
208
1
0
202
0
0
197
1
0
826
4
0
7
Peds
0
0
0
0
0
Vehicle
Total
225
210
203
198
836
7
1600 West Loop TIA
Count Location:
Count Date:
Weather Conditions:
Names of Counters:
Hollyhurst @ North Parking Lot Driveway
CJH
A.M. PEAK PERIOD
Eastbound
Left
0
1
0
1
0
0
0
0
Westbound
Parking Lot
Thru Right
0
2
1
0
0
2
0
1
Left
3
3
3
2
12
4
8
1
Westbound
Parking Lot
Thru Right
6
3
8
8
18
8
5
5
Time
Left
Thru
Right
U
Peds
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
U
0
0
0
0
0
0
0
0
Peds
1
0
0
1
0
0
0
0
Left
Northbound
Hollyhurst
Thru Right
U
18
3
18
4
17
1
21
6
26
1
27
8
38
7
31
11
Peds
0
0
0
0
0
0
0
1
Left
2
2
2
7
6
7
4
12
Southbound
Hollyhurst
Thru Right
7
11
11
6
11
13
8
13
U
0
0
0
0
0
0
0
0
Peds
1
0
0
2
0
0
0
0
U
0
0
0
1
0
0
2
0
Peds
0
0
0
0
0
1
0
2
U
0
0
0
0
0
Peds
2
0
0
0
2
Vehicle
Total
30
38
32
41
44
57
57
68
P.M. PEAK PERIOD
Time
Left
Eastbound
0
Thru Right
U
Peds
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
U
0
0
0
0
0
0
0
0
Peds
2
0
0
0
0
0
0
0
Left
A.M. Peak Hour
7:45
8:45
A.M.
Eastbound
0
Peak
Hour
Left
Thru Right
U
Peds
7:45
0
0
0
0
0
8:00
0
0
0
0
0
8:15
0
0
0
0
0
8:30
0
0
0
0
0
TOTAL
0
0
0
0
0
Ped
2
0
Conflicts
PHF
##### ##### ##### ##### #####
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Left
0
0
0
0
0
0
Eastbound
0
Thru Right
0
0
0
0
0
0
0
0
0
0
0
U
0
0
0
0
0
Peds
0
0
0
0
0
Northbound
Hollyhurst
Thru Right
U
28
0
37
0
28
1
26
0
37
1
34
1
34
0
28
0
Southbound
Peds
0
0
0
0
0
0
0
0
Left
0
2
0
1
1
0
0
0
Thru
23
24
26
26
21
33
18
29
Right
Vehicle
Total
60
69
66
64
90
80
67
63
P.M. Peak Hour
16:00
17:00
Left
1
0
0
0
1
Westbound
Parking Lot
Thru Right
0
0
0
0
0
2
0
0
0
2
1
0.25
Left
3
3
3
2
11
2
U
0
0
0
0
0
Peds
1
0
0
0
1
#####
0.25
3
#####
0.25
0
Westbound
Parking Lot
Thru Right
0
6
0
3
0
8
0
8
0
25
2
Left
0
0
0
0
0
U
0
0
0
0
0
Peds
2
0
0
0
2
Northbound
Hollyhurst
Thru Right
21
6
26
1
27
8
38
7
112
22
Southbound
U
0
0
0
0
0
Peds
0
0
0
0
0
1
Left
7
6
7
4
24
Thru
6
11
13
8
38
3
Right
0
0
0
0
0
2
Left
0
0
0
0
0
0
2
0.25
Southbound
U
0
0
0
0
0
Peds
0
0
0
0
0
Left
0
2
0
1
3
2
Thru
23
24
26
26
99
Right
0
0
0
0
0
0
41
44
57
57
199
3
##### 0.737 0.688 ##### ##### 0.857 0.731 ##### #####
Northbound
Hollyhurst
Thru Right
28
0
37
0
28
1
26
0
119
1
Vehicle
Total
U
0
0
0
1
1
Peds
0
0
0
0
0
0.8728
Vehicle
Total
60
69
66
64
259
2
1600 West Loop TIA
Count Location:
Count Date:
Weather Conditions:
Names of Counters:
Hollyhurst @ South Parking Lot Driveway
CJH
Left
0
0
0
0
0
0
0
0
A.M. PEAK PERIOD
Westbound
South Parking Lot
Thru Right
U
Peds
Left
0
1
0
0
0
0
0
1
0
0
0
0
0
0
0
0
Left
0
0
0
0
0
0
0
0
P.M. PEAK PERIOD
Westbound
South Parking Lot
Thru Right
U
Peds
Left
0
1
0
0
0
0
0
1
0
0
0
0
0
0
0
0
Eastbound
Time
Left
Thru
Right
U
Peds
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
Time
Left
Eastbound
0
Thru Right
U
Peds
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
Northbound
Hollyhurst
Thru Right
U
15
14
12
19
20
30
37
34
Peds
1
0
0
1
0
2
0
0
Left
Northbound
Thru
30
35
34
30
35
32
33
32
A.M. Peak Hour
7:45
8:45
Right
U
Peds
0
0
0
0
0
0
0
0
Left
Southbound
Hollyhurst
Thru Right
16
16
17
16
16
17
19
20
U
0
0
0
0
0
0
0
0
Peds
0
0
0
0
0
0
0
0
Southbound
Hollyhurst
Thru Right
27
28
28
24
29
33
19
27
U
0
0
1
0
0
0
0
0
Peds
0
0
0
0
0
0
0
0
Vehicle
Total
31
30
29
35
36
47
56
54
Vehicle
Total
57
63
63
54
64
65
52
59
P.M. Peak Hour
16:00
17:00
A.M.
Westbound
Northbound
Southbound
Eastbound
Vehicle
0
South Parking Lot
Hollyhurst
Peak
Total
Hour
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
Left
Thru Right
U
Peds
7:45
0
0
0
0
0
0
0
0
0
1
0
19
0
0
1
0
16
0
0
0
35
8:00
0
0
0
0
0
0
0
0
0
0
0
20
0
0
0
0
16
0
0
0
36
8:15
0
0
0
0
0
0
0
0
0
0
0
30
0
0
2
0
17
0
0
0
47
8:30
0
0
0
0
0
0
0
0
0
0
0
37
0
0
0
0
19
0
0
0
56
TOTAL
0
0
0
0
0
0
0
0
0
1
0
106
0
0
3
0
68
0
0
0
174
Ped
0
3
4
1
3
4
1
0
4
Conflicts
PHF
##### ##### ##### ##### ##### ##### ##### ##### ##### 0.25 ##### 0.716 ##### ##### 0.375 ##### 0.895 ##### ##### ##### 0.7768
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Left
0
0
0
0
0
0
Eastbound
0
Thru Right
0
0
0
0
0
0
0
0
0
0
0
U
0
0
0
0
0
Peds
0
0
0
0
0
Left
0
0
0
0
0
Westbound
South Parking Lot
Thru Right
U
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
Northbound
Peds
1
0
0
1
2
Left
0
0
0
0
0
0
Thru
30
35
34
30
129
Right
0
0
0
0
0
2
U
0
0
0
0
0
Peds
0
0
0
0
0
Left
0
0
0
0
0
2
Southbound
Hollyhurst
Thru Right
27
0
28
0
28
0
24
0
107
0
0
U
0
0
1
0
1
Peds
0
0
0
0
0
Vehicle
Total
57
63
63
54
237
2
1600 West Loop TIA
Count Location:
Count Date:
Weather Conditions:
Names of Counters:
Area Peak Hour
CJH
A.M. PEAK PERIOD
Left
190
239
261
303
311
294
298
249
Eastbound
Thru Right
U
836
135
1
1151
150
2
1248
212
5
1365
203
7
1462
199
12
1339
174
9
1280
156
7
1201
189
7
Left
619
673
689
639
547
643
695
748
Eastbound
Thru Right
1742
252
1820
243
1756
207
1800
220
1620
238
1692
195
1976
164
1987
217
Time
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
Peds
6
0
8
4
14
10
13
33
Left
66
95
110
117
93
108
113
113
Westbound
Thru Right
1077
115
1162
154
1152
190
1265
193
1311
173
1293
144
1332
197
1333
193
Left
183
141
155
141
128
139
157
158
Westbound
Thru Right
1009
303
1013
302
1133
304
1053
261
975
179
1004
197
1178
212
1262
283
U
1
1
0
0
3
1
0
5
Peds
5
3
4
8
2
5
5
5
Left
262
255
208
263
285
292
288
286
Northbound
Thru Right
U
284
81
72
331
99
70
334
104
79
431
118
106
476
126
130
443
128
115
475
120
134
448
118
111
Peds
2
5
19
8
3
5
5
3
Left
210
215
239
253
269
272
256
284
Thru
598
733
781
783
718
778
781
744
Southbound
Right
480
478
507
545
548
490
567
531
U
102
128
127
151
201
164
169
176
Peds
2
1
11
4
5
8
3
7
Thru
1052
1026
997
965
947
873
798
696
Southbound
Right
264
267
276
289
329
326
375
326
U
148
104
121
75
77
80
77
71
Peds
5
6
14
10
10
26
16
12
Thru
783
718
778
781
3060
Southbound
Right
545
548
490
567
2150
U
151
201
164
169
685
Peds
4
5
8
3
20
0.852
0.625
U
148
104
121
75
448
Peds
5
6
14
10
35
Vehicle
Total
4510
5263
5557
6103
6317
6044
6173
5988
P.M. PEAK PERIOD
Time
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
U
10
11
11
14
7
8
9
10
Peds
17
1
7
3
7
5
9
6
U
3
0
1
2
6
0
2
2
Peds
5
4
5
6
4
11
5
18
Left
122
99
134
129
112
109
124
144
Northbound
Thru Right
505
117
563
92
554
111
477
127
398
116
425
109
430
91
455
96
A.M. Peak Hour
7:45
8:45
A.M.
Peak
Hour
7:45
8:00
8:15
8:30
TOTAL
Ped
Conflicts
PHF
P.M.
Peak
Hour
16:00
16:15
16:30
16:45
TOTAL
Ped
Conflicts
Left
303
311
294
298
1206
Eastbound
Thru Right
U
1365
203
7
1462
199
12
1339
174
9
1280
156
7
5446
732
35
61
0.931
Left
619
673
689
639
2620
Eastbound
Thru Right
1742
252
1820
243
1756
207
1800
220
7118
922
63
0.901
Left
117
93
108
113
431
0.732
0.921
65
Westbound
Thru Right
1265
193
1311
173
1293
144
1332
197
5201
707
41
0.729
U
10
11
11
14
46
Peds
17
1
7
3
28
Peds
10
12
9
6
2
8
5
9
Left
175
167
172
173
161
176
174
183
Vehicle
Total
6565
6561
6678
6413
5877
6027
6505
6677
P.M. Peak Hour
16:00
17:00
Peds
4
14
10
13
41
62
0.969
U
61
40
57
48
37
51
43
39
Left
183
141
155
141
620
57
U
0
3
1
0
4
Peds
8
2
5
5
20
Left
263
285
292
288
1128
0.333
0.625
0.966
40
0.976
0.897
62
Westbound
Thru Right
1009
303
1013
302
1133
304
1053
261
4208 1170
55
Northbound
Thru Right
U
431
118
106
476
126
130
443
128
115
475
120
134
1825
492
485
U
3
0
1
2
6
Peds
5
4
5
6
20
Peds
8
3
5
5
21
Left
253
269
272
256
1050
0.656
0.965
41
0.959
0.961
40
0.905
Left
122
99
134
129
484
Northbound
Thru Right
U
505
117
61
563
92
40
554
111
57
477
127
48
2099
447
206
65
57
Peds
10
12
9
6
37
Left
175
167
172
173
687
55
61
0.977011
Thru
1052
1026
997
965
4040
0.947972
Southbound
Right
264
267
276
289
1096
63
Vehicle
Total
6103
6317
6044
6173
24637
102
0.975
Vehicle
Total
6565
6561
6678
6413
26217
120
TAB TWO
Existing Conditions Capacity Analysis
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
1: IH 610 NBFR & Post Oak Blvd
AM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
466
1610
0.950
1610
709
3373
0.995
3373
0
0
0
0
128
4569
194
0
196
0
93
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
403
Split
5 15
834
NA
5 15
0
0
4569
204
339
NA
6
0
0
Perm
491
4919
0.988
4913
14
821
NA
87
0
0
0
0
87
80.7
0.54
0.47
8.8
6.6
15.3
B
80.7
0.54
0.46
7.8
3.8
11.6
B
12.8
B
30.0
5.7
21.3
0.14
0.41
24.2
0.0
24.2
C
24.2
C
30.6
0.20
0.81
63.2
0.0
63.2
E
63.2
E
Intersection Summary
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 4:SBTL and 15:, Start of Green
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 31.7
Intersection LOS: C
Intersection Capacity Utilization 83.9%
ICU Level of Service E
Analysis Period (min) 15
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 1
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
ø1
ø2
ø3
ø4
ø5
ø7
ø8
ø11
ø15
1
2
3
4
5
7
8
11
15
22.0
35.0
8.0
60.0
27.0
8.0
25.0
25.0
60.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 2
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
2: Post Oak Blvd & IH 610 SBFR
AM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
603
4977
88
0
0
0
0
0
0
0
0
0
0
0
0
572
1522
0.950
1522
27
Prot
1 11
300
NA
1 2 11
0
0
0
0
502
4312
0.998
4312
422
1731
NA
34
1154
0
4977
16
698
NA
2
294
3390
0.955
3238
0
0
0
30
1610
0.950
1608
0
0
520
Perm
0
0
34
35.0
5.7
29.4
0.20
0.71
50.8
0.9
51.7
D
51.7
D
41.2
0.27
0.06
32.7
0.0
32.7
C
70.6
0.47
0.25
6.4
0.3
6.7
A
8.9
A
62.0
0.41
0.83
51.9
0.0
51.9
D
62.0
0.41
1.34dr
34.6
0.0
34.7
C
38.6
D
Cycle Length: 150
Intersection LOS: D
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 3
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
ø1
ø3
ø4
ø5
ø6
ø7
ø8
ø11
ø15
1
3
4
5
6
7
8
11
15
22.0
8.0
60.0
27.0
30.0
8.0
25.0
25.0
60.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 4
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
3: IH 610 NBFR & San Felipe
AM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
521
3433
0.950
3427
899
3539
0
0
0
0
755
6408
355
1583
1105
3539
331
1583
0
0
0
0
0
0
3539
0
0
6408
3539
0
0
0
0
795
NA
6
964
Perm
1163
NA
87
1531
185
348
Perm
0
548
946
Prot
NA
5 15 5 15 18
1536
338
374
Perm
916
3433
0.950
3406
0
0
0
45.4
0.30
0.53
27.8
1.5
29.3
C
75.4
0.50
0.53
6.5
2.2
8.7
A
16.3
B
35.0
5.6
27.0
0.18
0.69
60.8
0.0
60.8
E
46.0
D
6
35.0
5.6
27.0
0.18
0.68
14.6
0.0
14.6
B
87
30.8
0.21
1.38
222.5
0.0
222.5
F
87
30.8
0.21
1.60
313.8
0.0
313.8
F
239.4
F
30.8
0.21
0.75
37.5
0.0
37.5
D
Cycle Length: 150
Offset: 30 (20%), Referenced to phase 2:NWSE and 5:, Start of Green
Intersection LOS: F
ICU Level of Service H
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 5
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
ø1
ø2
ø4
ø5
ø7
ø8
ø15
ø18
1
2
4
5
7
8
15
18
62.0
45.0
43.0
38.0
7.0
27.0
13.0
30.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 6
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
4: IH 610 SBFR & San Felipe
AM Peak
NBL
NBT
NBR
SBL
SBT
SBR
SEL
SET
SER
NWL
NWT
NWR
0
0
0
0
0
0
0
0
1043
6408
499
1583
0
0
0
0
0
6408
3539
0
0
0
0
0
0
1064
NA
2
1546
218
509
Perm
331
3433
0.950
3428
1340
3539
0
690
4506
0.998
4504
72
1117
NA
4
367
0
0
377
1522
0.950
1498
338
Prot
1
1367
NA
12
0
346
Perm
4
43.0
5.6
37.4
0.25
0.93
86.2
0.0
86.2
F
43.0
5.6
37.4
0.25
0.95
68.1
0.0
68.1
E
72.4
E
45.0
5.6
39.4
0.26
0.63
37.5
0.2
37.6
D
38.8
D
2
45.0
5.6
39.4
0.26
0.90
41.3
0.0
41.3
D
62.0
5.6
56.4
0.38
0.26
20.5
1.0
21.5
C
101.4
0.68
0.57
2.7
23.7
26.4
C
25.4
C
Cycle Length: 150
Intersection LOS: D
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 7
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
ø5
ø6
ø7
ø8
ø15
ø18
5
6
7
8
15
18
38.0
35.0
7.0
27.0
13.0
30.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 8
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
5: Hollyhurst Ln & Post Oak Blvd
AM Peak
EBU
EBL
EBT
EBR
WBU
WBL
WBT
WBR
NBL
NBT
NBR
SBL
20
0
616
4960
87
0
1
0
57
1583
13
0
0
0
5085
0
58
1770
0.950
1708
0
Prot
5
107
Prot
5
0
0
Prot
1
39
Prot
1
1382
NA
6
1516
145
59
Perm
23.0
23.0
5.0
14.0
0.09
0.65
83.3
0.0
83.3
F
23.0
23.0
5.0
13.3
0.09
0.25
80.9
0.0
80.9
F
75.0
6.0
81.3
0.54
0.50
25.0
0.5
25.4
C
25.9
C
6
1618
0.000
0
42
62
NA
8
3
20.0
6.0
9.0
0.06
0.45
41.8
0.0
41.8
D
41.8
D
40
0
4960
23
733
NA
2
36
1770
0.950
1743
1327
5085
0
82
1770
0.950
1764
75.0
6.0
84.1
0.56
0.26
19.1
0.0
19.1
B
27.2
C
6
75.0
6.0
81.3
0.54
0.07
1.1
0.0
1.1
A
0
pm+pt
3
8
7.0
0
0
60
Prot
7
25.0
6.0
25.5
0.17
0.20
54.5
0.0
54.5
D
Cycle Length: 150
Offset: 60 (40%), Referenced to phase 2:EBT and 6:WBT, Start of Green
Intersection LOS: C
ICU Level of Service C
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 9
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
SBT
SBR
35
1568
365
0
1568
165
416
NA
4
8
25.0
6.0
37.7
0.25
0.80
42.9
0.0
42.9
D
44.4
D
0
0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 10
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
6: Hallmark & San Felipe
AM Peak
EBU
EBL
EBT
EBR
WBU
WBL
WBT
WBR
NBL
NBT
NBR
SBL
15
0
1576
5085
1
0
2
0
74
0
3
0
4
0
0
0
0
0
68
Prot
5
1643
NA
2
0
0
Prot
1
26
Prot
1
0
0
Perm
1562
96
6
Perm
0
0
Prot
5
5040
10
1474
NA
6
4
1824
0.933
1737
6
1583
5085
23
1770
0.950
1769
1341
5040
0
50
1770
0.950
1769
17.0
17.0
5.4
10.8
0.07
0.54
81.6
0.0
81.6
F
85.0
5.4
100.1
0.67
0.48
13.7
0.0
13.7
B
16.4
B
25.0
25.0
5.4
8.9
0.06
0.25
66.6
0.0
66.6
E
93.0
5.4
96.1
0.64
0.46
4.0
0.0
4.0
A
5.1
A
8
40.0
7
NA
8
40.0
5.7
29.0
0.19
0.02
49.4
0.0
49.4
D
26.6
C
8
40.0
5.7
29.0
0.19
0.02
0.0
0.0
0.0
A
0
Perm
4
40.0
Cycle Length: 150
Intersection LOS: B
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 11
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
SBT
SBR
5
1624
0.989
1611
50
59
NA
4
48
0
0
0
40.0
5.7
29.0
0.19
0.17
17.2
0.0
17.2
B
17.2
B
Walter P Moore
6/5/2014
Synchro 8 Report
Page 12
1660 West Loop TIA
Existing Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Conflicting Peds, #/hr
Sign Control
RT Channelized
Storage Length
Veh in Median Storage, #
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
7: Hallmark & Hollyhurst Ln
AM Peak
5.5
EBL
87
2
Free
0
89
2
98
Major/Minor
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
56
4.12
2.218
1549
-
Approach
HCM Control Delay, s
HCM LOS
EB
5.2
Minor Lane/Major Mvmt
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Control Delay (s)
HCM Lane LOS
HCM 95th %tile Q(veh)
Walter P Moore
5/23/2014
1546
-
EBL
1546
0.063
7.5
A
0.2
EBT
38
0
Free
None
0
0
89
2
43
WBT
23
0
Free
0
0
89
2
26
0
-
Major2
WB
0
EBT
-
WBT
-
WBR
25
1
Free
None
89
2
28
0
-
SBL
36
1
Stop
0
0
0
89
2
40
SBR
34
2
Stop
None
92
2
37
Minor2
280
42
238
6.42
5.42
5.42
3.518
710
980
802
44
6.22
3.318
1026
-
663
663
978
750
1023
-
SB
10
B
WBR SBLn1
797
- 0.097
10
B
0.3
Synchro 8 Report
Page 1
1660 West Loop TIA
Existing Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
9: Hallmark & IH 610 SBFR
AM Peak
0.8
EBL
0
0
Stop
0
0
95
2
0
EBR
44
0
Stop
None
0
95
2
46
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
592
592
0
6.44
7.34
3.82
440
380
-
316
7.14
3.92
580
-
440
440
380
-
580
-
Approach
HCM LOS
EB
11.7
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
EBLn1
580
0.08
11.7
B
0.3
NBL
0
0
Free
95
2
0
NBT
0
0
Free
None
0
0
95
2
0
SBT
522
0
Free
0
0
95
2
549
SBR
81
0
Free
None
95
2
85
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 2
1660 West Loop TIA
Existing Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
11: IH 610 SBFR & Existing South
AM Peak
0.1
EBL
0
0
Stop
0
0
95
2
0
EBR
4
0
Stop
None
0
95
2
4
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
682
682
0
6.44
7.34
3.82
391
330
-
366
7.14
3.92
539
-
391
391
330
-
539
-
Approach
HCM LOS
EB
11.7
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
EBLn1
539
0.008
11.7
B
0
NBL
0
0
Free
95
2
0
NBT
0
0
Free
None
0
0
95
2
0
SBT
598
0
Free
0
0
95
2
629
SBR
100
0
Free
None
95
2
105
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 3
1660 West Loop TIA
Existing Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
12: IH 610 SBFR & Existing North
AM Peak
0.1
EBL
0
0
Stop
0
0
94
2
0
EBR
4
35
Stop
None
0
94
2
4
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
675
675
0
6.44
7.34
3.82
395
333
-
354
7.14
3.92
548
-
372
372
323
-
532
-
Approach
HCM LOS
EB
11.8
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
EBLn1
532
0.008
11.8
B
0
NBL
0
0
Free
94
2
0
NBT
0
0
Free
None
0
0
94
2
0
SBT
601
0
Free
0
0
94
2
639
SBR
1
35
Free
None
94
2
1
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 4
1660 West Loop TIA
Existing Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
13: Existing North Lot
AM Peak
1
WBL
1
1
Stop
0
0
0
87
2
1
WBR
2
3
Stop
None
87
2
2
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor1
243
144
99
6.42
5.42
5.42
3.518
745
883
925
147
6.22
3.318
900
-
728
728
881
906
896
-
Approach
HCM LOS
WB
9.3
A
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
NBT
-
NBT
112
0
Free
0
0
87
2
129
Major1
0
NB
0
NBR WBLn1
832
- 0.004
9.3
A
0
SBL
1419
0.019
7.6
A
0.1
NBR
22
1
Free
None
87
2
25
0
-
SBL
24
3
Free
87
2
28
Major2
157
4.12
2.218
1423
1419
-
SBT
38
0
Free
None
0
0
87
2
44
0
-
SB
2.9
SBT
0
A
-
Synchro 8 Report
Page 5
1660 West Loop TIA
Existing Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
14: Hollyhurst Ln & Existing South Lot
AM Peak
0
WBL
0
4
Stop
0
0
0
78
2
0
WBR
0
1
Stop
None
78
2
0
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor1
227
140
87
6.42
5.42
5.42
3.518
761
887
936
141
6.22
3.318
907
-
756
756
884
933
903
-
Approach
HCM LOS
WB
0
A
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
NBT
-
NBT
106
0
Free
0
0
78
2
136
Major1
0
NB
0
NBR WBLn1
0
A
-
SBL
1442
0
A
0
NBR
0
4
Free
None
78
2
0
0
-
SBL
0
1
Free
78
2
0
Major2
140
4.12
2.218
1443
1442
-
SBT
68
0
Free
None
0
0
78
2
87
0
-
SB
0
SBT
-
Synchro 8 Report
Page 6
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
1569
1610
0.950
1610
366
3278
0.967
3278
0
0
0
0
289
4585
423
0
80
0
35
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
826
Split
5 15
1211
NA
5 15
0
0
4585
13
749
NA
6
0
0
Perm
853
5034
0.996
5029
3
1019
NA
87
0
0
0
0
87
81.3
0.54
0.95
25.5
44.1
69.6
E
81.3
0.54
0.91dl
5.9
8.5
14.4
B
36.8
D
30.0
5.7
24.3
0.16
1.65dr
92.4
0.0
92.4
F
92.4
F
27.0
0.18
1.12
124.1
0.0
124.1
F
124.1
F
Cycle Length: 150
Intersection LOS: E
dl Defacto Left Lane. Recode with 1 though lane as a left lane.
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 1
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
ø1
ø2
ø3
ø4
ø5
ø7
ø8
ø11
ø15
1
2
3
4
5
7
8
11
15
22.0
65.0
8.0
30.0
57.0
8.0
25.0
25.0
30.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 2
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
1673
5028
120
0
0
0
0
0
0
0
0
0
0
0
0
262
1522
0.950
1507
87
Prot
1 11
290
NA
1 2 11
0
0
0
0
531
4395
0.999
4394
149
1121
NA
34
541
0
5028
9
1829
NA
2
274
3383
0.948
3214
0
0
0
95
1610
0.950
1609
0
0
240
Perm
0
0
34
65.0
5.7
59.3
0.40
0.92
69.5
45.9
115.4
F
115.4
F
41.3
0.28
0.20
11.6
1.8
13.4
B
100.6
0.67
0.19
0.6
0.3
0.9
A
3.8
A
32.0
0.21
0.75
70.6
0.0
70.6
E
32.0
0.21
1.27dr
94.1
0.8
94.9
F
90.6
F
Cycle Length: 150
Intersection LOS: F
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 3
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
ø1
ø3
ø4
ø5
ø6
ø7
ø8
ø11
ø15
1
3
4
5
6
7
8
11
15
22.0
8.0
30.0
57.0
30.0
8.0
25.0
25.0
30.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 4
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
751
3433
0.950
3433
782
3539
0
0
0
0
1023
6408
523
1583
959
3539
178
1583
0
0
0
0
0
0
3539
0
0
6408
3539
0
0
0
0
1066
NA
6
1499
182
185
Perm
0
782
815
Prot
NA
5 15 16 5 15 18
1390
260
545
Perm
364
3433
0.950
3379
0
0
0
60.4
0.40
0.57
6.7
2.4
9.2
A
72.4
0.48
0.48
7.5
17.3
24.8
C
17.2
B
25.0
5.6
19.4
0.13
1.29
188.2
0.0
188.2
F
190.3
F
379
Perm
6
25.0
5.6
19.4
0.13
1.34
194.2
0.0
194.2
F
8
34.0
5.6
28.4
0.19
0.59
59.9
0.3
60.2
E
999
NA
8
34.0
5.6
28.4
0.19
1.49
269.4
0.0
269.4
F
188.0
F
8
34.0
5.6
28.4
0.19
0.43
10.4
0.0
10.4
B
Cycle Length: 150
Intersection LOS: F
ICU Level of Service F
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 5
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
ø1
ø2
ø4
ø5
ø15
ø16
ø18
1
2
4
5
15
16
18
59.0
38.0
53.0
25.0
28.0
13.0
25.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 6
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
NBL
NBT
NBR
SBL
SBT
SBR
SEL
SET
SER
NWL
NWT
NWR
0
0
0
0
0
0
0
0
1263
6408
555
1583
0
0
0
0
0
6408
3539
0
0
0
0
0
0
1276
NA
2
1583
141
561
Perm
474
3433
0.950
3433
913
3539
0
837
4729
0.999
4729
12
967
NA
4
94
0
0
270
1522
0.950
1522
479
Prot
1
922
NA
12
0
246
Perm
4
53.0
5.6
47.4
0.32
0.51
46.4
0.0
46.4
D
53.0
5.6
47.4
0.32
0.64
45.8
0.0
45.8
D
46.0
D
38.0
5.6
32.4
0.22
0.92
55.9
22.7
78.6
E
101.2
F
2
38.0
5.6
32.4
0.22
1.24
152.7
0.0
152.7
F
59.0
5.6
53.4
0.36
0.39
1.1
1.7
2.7
A
91.4
0.61
0.43
4.3
6.1
10.3
B
7.7
A
Cycle Length: 150
Intersection LOS: E
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 7
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
ø5
ø6
ø8
ø15
ø16
ø18
5
6
8
15
16
18
25.0
25.0
34.0
28.0
13.0
25.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 8
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBU
EBL
EBT
EBR
WBU
WBL
WBT
WBR
NBL
NBT
NBR
SBL
7
0
1526
5059
37
0
2
0
91
1583
12
0
0
0
5085
0
110
1770
0.950
1686
0
Prot
5
195
Prot
5 15
0
0
Prot
1
10
Prot
1
727
NA
6
1482
182
94
Perm
23.0
23.0
5.0
10.7
0.07
0.08
45.0
0.0
45.0
D
50.0
5.5
57.1
0.38
0.38
29.6
0.0
29.6
C
26.6
C
18
1583
0.000
0
161
220
NA
8
3
20.0
6.0
12.6
0.08
0.79
37.3
9.2
46.5
D
46.5
D
183
0
5059
3
1611
NA
2
8
1770
0.950
1763
705
5085
0
181
1770
0.364
665
23.0
17.9
0.12
0.92
109.8
0.0
109.8
F
75.0
5.5
95.9
0.64
0.50
18.3
0.3
18.6
B
28.4
C
6
50.0
5.5
57.1
0.38
0.14
1.4
0.0
1.4
A
0
pm+pt
3
8
7.0
0
0
113
Prot
7
25.0
6.0
14.9
0.10
0.65
81.3
132.7
214.0
F
Cycle Length: 150
Intersection LOS: C
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 9
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
SBT
SBR
15
1525
292
0
1525
301
316
NA
4
8
25.0
6.0
33.4
0.22
0.55
9.1
0.0
9.1
A
63.1
E
0
ø15
0
15
25.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 10
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBU
EBL
EBT
EBR
WBU
WBL
WBT
WBR
NBL
NBT
NBR
SBL
23
0
1604
5084
5
0
4
0
79
0
27
0
8
0
0
0
0
0
68
Prot
5
1659
NA
2
0
0
Prot
1
37
Prot
1
0
0
Perm
1544
96
33
Perm
0
0
Prot
5
5023
15
1096
NA
6
6
1788
0.787
1450
32
1583
5084
32
1770
0.950
1763
985
5023
0
42
1770
0.950
1766
17.0
17.0
5.4
19.7
0.13
0.29
59.5
0.0
59.5
E
85.0
5.4
98.1
0.65
0.50
14.5
0.0
14.5
B
16.3
B
25.0
25.0
5.4
8.6
0.06
0.37
72.9
0.0
72.9
E
93.0
5.4
87.2
0.58
0.37
3.1
0.0
3.1
A
5.4
A
8
40.0
34
NA
8
40.0
5.7
29.0
0.19
0.12
51.5
0.0
51.5
D
26.4
C
8
40.0
5.7
29.0
0.19
0.09
0.5
0.0
0.5
A
0
Perm
4
40.0
Cycle Length: 150
Intersection LOS: B
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 11
1660 West Loop TIA
Existing Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
SBT
SBR
7
1617
0.982
1593
87
102
NA
4
84
0
0
0
40.0
5.7
29.0
0.19
0.27
15.1
0.0
15.1
B
15.1
B
Walter P Moore
6/5/2014
Synchro 8 Report
Page 12
1660 West Loop TIA
Existing Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
5.6
EBL
78
1
Free
0
95
2
82
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
82
4.12
2.218
1515
-
Approach
HCM LOS
EB
4.7
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
1514
-
EBL
1514
0.054
7.5
A
0.2
EBT
46
0
Free
None
0
0
95
2
48
WBT
48
0
Free
0
0
95
2
51
0
-
Major2
WB
0
EBT
-
WBT
-
WBR
29
1
Free
None
95
2
31
0
-
SBL
56
1
Stop
0
0
0
95
2
59
SBR
57
1
Stop
None
95
2
60
Minor2
280
67
213
6.42
5.42
5.42
3.518
710
956
823
68
6.22
3.318
995
-
670
670
955
778
993
-
SB
10.3
B
WBR SBLn1
802
- 0.148
10.3
B
0.5
Synchro 8 Report
Page 1
1660 West Loop TIA
Existing Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
3.1
EBL
0
6
Stop
0
0
89
2
0
EBR
171
6
Stop
None
0
89
2
192
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
935
935
0
6.44
7.34
3.82
279
221
-
474
7.14
3.92
459
-
276
276
220
-
457
-
Approach
HCM LOS
EB
18.5
C
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
EBLn1
457
0.42
18.5
C
2
NBL
0
6
Free
89
2
0
NBT
0
0
Free
None
0
0
89
2
0
SBT
818
0
Free
0
0
89
2
919
SBR
17
6
Free
None
89
2
19
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 2
1660 West Loop TIA
Existing Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
0.4
EBL
0
5
Stop
0
0
92
2
0
EBR
28
5
Stop
None
0
92
2
30
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
878
878
0
6.44
7.34
3.82
301
242
-
443
7.14
3.92
481
-
298
298
241
-
479
-
Approach
HCM LOS
EB
13
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
EBLn1
479
0.064
13
B
0.2
NBL
0
5
Free
92
2
0
NBT
0
0
Free
None
0
0
92
2
0
SBT
800
0
Free
0
0
92
2
870
SBR
7
5
Free
None
92
2
8
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 3
1660 West Loop TIA
Existing Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
0.1
EBL
0
7
Stop
0
0
93
2
0
EBR
6
7
Stop
None
0
93
2
6
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
897
897
0
6.44
7.34
3.82
294
235
-
452
7.14
3.92
474
-
291
291
234
-
471
-
Approach
HCM LOS
EB
12.7
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
EBLn1
471
0.014
12.7
B
0
NBL
0
7
Free
93
2
0
NBT
0
0
Free
None
0
0
93
2
0
SBT
826
0
Free
0
0
93
2
888
SBR
4
7
Free
None
93
2
4
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 4
1660 West Loop TIA
Existing Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
1.4
WBL
11
2
Stop
0
0
0
94
2
12
WBR
25
2
Stop
None
94
2
27
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor1
241
129
112
6.42
5.42
5.42
3.518
747
897
913
131
6.22
3.318
919
-
743
743
896
910
916
-
Approach
HCM LOS
WB
9.4
A
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
NBT
-
NBT
119
0
Free
0
0
94
2
127
Major1
0
NB
0
NBR WBLn1
855
- 0.045
9.4
A
0.1
SBL
1453
0.002
7.5
A
0
NBR
1
2
Free
None
94
2
1
0
-
SBL
3
2
Free
94
2
3
Major2
130
4.12
2.218
1455
1453
-
SBT
99
0
Free
None
0
0
94
2
105
0
-
SB
0.2
SBT
0
A
-
Synchro 8 Report
Page 5
1660 West Loop TIA
Existing Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
0
WBL
0
2
Stop
0
0
0
94
2
0
WBR
0
2
Stop
None
94
2
0
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor1
253
139
114
6.42
5.42
5.42
3.518
736
888
911
141
6.22
3.318
907
-
734
734
887
909
904
-
Approach
HCM LOS
WB
0
A
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
NBT
-
NBT
129
0
Free
0
0
94
2
137
Major1
0
NB
0
NBR WBLn1
0
A
-
SBL
1443
0
A
0
NBR
0
2
Free
None
94
2
0
0
-
SBL
0
2
Free
94
2
0
Major2
139
4.12
2.218
1445
1443
-
SBT
107
0
Free
None
0
0
94
2
114
0
-
SB
0
SBT
-
Synchro 8 Report
Page 6
TAB THREE
Background Conditions Capacity Analysis
1660 West Loop TIA
Background Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
498
1610
0.950
1610
730
3370
0.994
3370
0
0
0
0
172
4626
198
0
442
0
107
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
419
Split
5 15
873
NA
5 15
0
0
4626
165
389
NA
6
0
0
Perm
522
4896
0.980
4886
11
1127
NA
87
0
0
0
0
87
81.3
0.54
0.48
8.7
9.9
18.5
B
81.3
0.54
0.48
7.8
6.4
14.2
B
15.6
B
30.0
5.7
24.2
0.16
0.44
33.8
0.0
33.8
C
33.8
C
27.1
0.18
1.42dl
176.6
0.0
176.6
F
176.6
F
Cycle Length: 150
Intersection LOS: F
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 1
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
ø1
ø2
ø3
ø4
ø5
ø7
ø8
ø11
ø15
1
2
3
4
5
7
8
11
15
22.0
35.0
8.0
60.0
27.0
8.0
25.0
25.0
60.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 2
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
645
4960
114
0
0
0
0
0
0
0
0
0
0
0
0
583
1522
0.950
1522
44
Prot
1 11
575
NA
1 2 11
0
0
0
0
647
4331
0.999
4331
262
2045
NA
34
1319
0
4960
21
767
NA
2
564
3390
0.955
3238
0
0
0
49
1610
0.950
1608
0
0
530
Perm
0
0
34
35.0
5.7
29.3
0.20
0.78
51.6
1.8
53.4
D
53.4
D
41.3
0.28
0.10
40.5
0.0
40.5
D
70.6
0.47
0.47
6.5
0.9
7.4
A
9.8
A
62.0
0.41
0.84
53.4
0.0
53.4
D
62.0
0.41
1.72dr
72.9
12.6
85.4
F
78.8
E
Cycle Length: 150
Intersection LOS: E
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 3
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
ø1
ø3
ø4
ø5
ø6
ø7
ø8
ø11
ø15
1
3
4
5
6
7
8
11
15
22.0
8.0
60.0
27.0
30.0
8.0
25.0
25.0
60.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 4
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
564
3433
0.950
3428
947
3539
0
0
0
0
839
6408
439
1583
1291
3539
338
1583
0
0
0
0
0
0
3539
0
0
6408
3539
0
0
0
0
883
NA
6
1133
Perm
1359
NA
87
1531
162
356
Perm
0
594
997
Prot
NA
5 15 5 15 18
1536
343
462
Perm
1076
3433
0.950
3406
0
0
0
45.4
0.30
0.57
27.4
2.1
29.5
C
75.4
0.50
0.56
6.9
3.3
10.2
B
17.4
B
35.0
5.6
28.5
0.19
0.73
60.9
0.0
60.9
E
49.3
D
6
35.0
5.6
28.5
0.19
0.81
27.1
0.0
27.1
C
87
29.3
0.20
1.70
358.9
0.0
358.9
F
87
29.3
0.20
1.97
470.8
0.0
470.8
F
373.5
F
29.3
0.20
0.83
48.4
0.0
48.4
D
Cycle Length: 150
Intersection LOS: F
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 5
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
ø1
ø2
ø4
ø5
ø7
ø8
ø15
ø18
1
2
4
5
7
8
15
18
62.0
45.0
43.0
38.0
7.0
27.0
13.0
30.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 6
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
NBL
NBT
NBR
SBL
SBT
SBR
SEL
SET
SER
NWL
NWT
NWR
0
0
0
0
0
0
0
0
1118
6408
533
1583
0
0
0
0
0
6408
3539
0
0
0
0
0
0
1141
NA
2
1546
211
544
Perm
338
3433
0.950
3429
1578
3539
0
718
4442
0.999
4440
43
1321
NA
4
538
0
0
384
1522
0.950
1498
345
Prot
1
1610
NA
12
0
353
Perm
4
43.0
5.6
37.4
0.25
0.95
89.8
0.0
89.8
F
43.0
5.6
37.4
0.25
1.37dr
129.3
0.0
129.3
F
120.9
F
45.0
5.6
39.4
0.26
0.68
38.5
0.2
38.8
D
42.7
D
2
45.0
5.6
39.4
0.26
0.97
51.1
0.0
51.1
D
62.0
5.6
56.4
0.38
0.27
22.1
1.2
23.2
C
101.4
0.68
0.67
4.8
48.6
53.4
D
48.1
D
Cycle Length: 150
Intersection LOS: E
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 7
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
ø5
ø6
ø7
ø8
ø15
ø18
5
6
7
8
15
18
38.0
35.0
7.0
27.0
13.0
30.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 8
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
EBU
EBL
EBT
EBR
WBU
WBL
WBT
WBR
NBL
NBT
NBR
SBL
20
0
682
4960
97
0
1
0
58
1583
13
0
0
0
5085
0
59
1770
0.950
1708
0
Prot
5
117
Prot
5
0
0
Prot
1
40
Prot
1
1834
NA
6
1516
145
60
Perm
23.0
23.0
5.0
14.6
0.10
0.68
84.5
0.0
84.5
F
23.0
23.0
5.0
13.8
0.09
0.25
73.1
0.0
73.1
E
75.0
6.0
77.9
0.52
0.69
31.6
1.5
33.2
C
33.0
C
6
1615
0.000
0
43
63
NA
8
3
20.0
6.0
9.1
0.06
0.46
42.2
0.0
42.2
D
42.2
D
41
0
4960
23
811
NA
2
37
1770
0.950
1745
1761
5085
0
91
1770
0.950
1767
75.0
6.0
80.8
0.54
0.30
20.6
0.0
20.6
C
28.6
C
6
75.0
6.0
77.9
0.52
0.07
0.7
0.0
0.7
A
0
pm+pt
3
8
7.0
0
0
61
Prot
7
25.0
6.0
28.2
0.19
0.18
53.6
0.0
53.6
D
Cycle Length: 150
Intersection LOS: D
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 9
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
SBT
SBR
36
1566
417
0
1566
155
472
NA
4
8
25.0
6.0
40.4
0.27
0.88
53.2
0.0
53.2
D
53.3
D
0
0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 10
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
EBU
EBL
EBT
EBR
WBU
WBL
WBT
WBR
NBL
NBT
NBR
SBL
15
0
1686
5085
1
0
2
0
75
0
3
0
4
0
0
0
0
0
69
Prot
5
1757
NA
2
0
0
Prot
1
26
Prot
1
0
0
Perm
1562
96
6
Perm
0
0
Prot
5
5051
7
1882
NA
6
4
1824
0.933
1737
6
1583
5085
23
1770
0.950
1769
1732
5051
0
51
1770
0.950
1769
17.0
17.0
5.4
11.2
0.07
0.53
80.3
0.0
80.3
F
85.0
5.4
95.1
0.63
0.55
17.9
0.0
17.9
B
20.2
C
25.0
25.0
5.4
14.0
0.09
0.16
63.1
0.0
63.1
E
93.0
5.4
95.8
0.64
0.58
10.4
0.0
10.4
B
11.2
B
8
40.0
7
NA
8
40.0
5.7
29.0
0.19
0.02
49.4
0.0
49.4
D
26.6
C
8
40.0
5.7
29.0
0.19
0.02
0.0
0.0
0.0
A
0
Perm
4
40.0
Cycle Length: 150
Intersection LOS: B
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 11
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
SBT
SBR
5
1623
0.989
1609
51
60
NA
4
49
0
0
0
40.0
5.7
29.0
0.19
0.17
17.1
0.0
17.1
B
17.1
B
Walter P Moore
6/5/2014
Synchro 8 Report
Page 12
1660 West Loop TIA
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
AM Peak
5.6
EBL
89
2
Free
0
89
2
100
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
57
4.12
2.218
1547
-
Approach
HCM LOS
EB
5.2
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
1544
-
EBL
1544
0.065
7.5
A
0.2
EBT
39
0
Free
None
0
0
89
2
44
WBT
23
0
Free
0
0
89
2
26
0
-
Major2
WB
0
EBT
-
WBT
-
WBR
26
1
Free
None
89
2
29
0
-
SBL
37
1
Stop
0
0
0
89
2
42
SBR
35
2
Stop
None
92
2
38
Minor2
286
42
244
6.42
5.42
5.42
3.518
704
980
797
44
6.22
3.318
1026
-
656
656
978
744
1023
-
SB
10.1
B
WBR SBLn1
792
- 0.101
10.1
B
0.3
Synchro 8 Report
Page 1
1660 West Loop TIA
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
AM Peak
0.8
EBL
0
0
Stop
0
0
95
2
0
EBR
44
0
Stop
None
0
95
2
46
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
592
592
0
6.44
7.34
3.82
440
380
-
316
7.14
3.92
580
-
440
440
380
-
580
-
Approach
HCM LOS
EB
11.7
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
EBLn1
580
0.08
11.7
B
0.3
NBL
0
0
Free
95
2
0
NBT
0
0
Free
None
0
0
95
2
0
SBT
522
0
Free
0
0
95
2
549
SBR
81
0
Free
None
95
2
85
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 2
1660 West Loop TIA
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
11: IH 610 SBFR
AM Peak
0.1
EBL
0
0
Stop
0
0
95
2
0
EBR
4
0
Stop
None
0
95
2
4
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
682
682
0
6.44
7.34
3.82
391
330
-
366
7.14
3.92
539
-
391
391
330
-
539
-
Approach
HCM LOS
EB
11.7
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
EBLn1
539
0.008
11.7
B
0
NBL
0
0
Free
95
2
0
NBT
0
0
Free
None
0
0
95
2
0
SBT
598
0
Free
0
0
95
2
629
SBR
100
0
Free
None
95
2
105
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 3
1660 West Loop TIA
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
12: IH 610 SBFR
AM Peak
0.1
EBL
0
0
Stop
0
0
94
2
0
EBR
4
35
Stop
None
0
94
2
4
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
876
876
0
6.44
7.34
3.82
302
243
-
455
7.14
3.92
472
-
285
285
236
-
458
-
Approach
HCM LOS
EB
12.9
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
EBLn1
458
0.009
12.9
B
0
NBL
0
0
Free
94
2
0
NBT
0
0
Free
None
0
0
94
2
0
SBT
790
0
Free
0
0
94
2
840
SBR
1
35
Free
None
94
2
1
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 4
1660 West Loop TIA
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
AM Peak
1
WBL
1
1
Stop
0
0
0
87
2
1
WBR
2
3
Stop
None
87
2
2
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor1
250
149
101
6.42
5.42
5.42
3.518
739
879
923
152
6.22
3.318
894
-
722
722
877
904
890
-
Approach
HCM LOS
WB
9.4
A
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
NBT
-
NBT
116
0
Free
0
0
87
2
133
Major1
0
NB
0
NBR WBLn1
826
- 0.004
9.4
A
0
SBL
1413
0.02
7.6
A
0.1
NBR
22
1
Free
None
87
2
25
0
-
SBL
24
3
Free
87
2
28
Major2
162
4.12
2.218
1417
1413
-
SBT
40
0
Free
None
0
0
87
2
46
0
-
SB
2.8
SBT
0
A
-
Synchro 8 Report
Page 5
1660 West Loop TIA
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
AM Peak
0
WBL
0
4
Stop
0
0
0
78
2
0
WBR
0
1
Stop
None
78
2
0
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor1
235
145
90
6.42
5.42
5.42
3.518
753
882
934
146
6.22
3.318
901
-
748
748
879
931
897
-
Approach
HCM LOS
WB
0
A
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
NBT
-
NBT
110
0
Free
0
0
78
2
141
Major1
0
NB
0
NBR WBLn1
0
A
-
SBL
1436
0
A
0
NBR
0
4
Free
None
78
2
0
0
-
SBL
0
1
Free
78
2
0
Major2
145
4.12
2.218
1437
1436
-
SBT
70
0
Free
None
0
0
78
2
90
0
-
SB
0
SBT
-
Synchro 8 Report
Page 6
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
1723
1610
0.950
1610
391
3278
0.967
3278
0
0
0
0
327
4607
432
0
152
0
58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
907
Split
5 15
1319
NA
5 15
0
0
4607
9
799
NA
6
0
0
Perm
1015
5013
0.994
5004
4
1289
NA
87
0
0
0
0
87
81.3
0.54
1.04
37.3
24.1
61.4
E
81.3
0.54
1.00dl
6.0
48.6
54.6
D
57.4
E
30.0
5.7
24.3
0.16
1.72dr
108.1
0.0
108.1
F
108.1
F
27.0
0.18
1.43
240.8
0.0
240.8
F
240.8
F
Cycle Length: 150
Intersection LOS: F
ICU Level of Service D
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 1
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
ø1
ø2
ø3
ø4
ø5
ø7
ø8
ø11
ø15
1
2
3
4
5
7
8
11
15
22.0
65.0
8.0
30.0
57.0
8.0
25.0
25.0
30.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 2
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
1847
4983
244
0
0
0
0
0
0
0
0
0
0
0
0
267
1522
0.950
1507
103
Prot
1 11
385
NA
1 2 11
0
0
0
0
572
4395
0.999
4394
149
1206
NA
34
583
0
4983
19
2134
NA
2
366
3383
0.903
3061
0
0
0
113
1610
0.950
1610
0
0
245
Perm
0
0
34
65.0
5.7
59.3
0.40
1.08
102.2
10.5
112.6
F
112.6
F
41.3
0.28
0.23
16.5
2.5
19.0
B
100.6
0.67
0.27
0.8
0.5
1.3
A
5.0
A
32.0
0.21
0.76
71.8
0.0
71.8
E
32.0
0.21
1.37dr
121.6
0.0
121.6
F
113.2
F
Cycle Length: 150
Intersection LOS: F
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 3
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
ø1
ø3
ø4
ø5
ø6
ø7
ø8
ø11
ø15
1
3
4
5
6
7
8
11
15
22.0
8.0
30.0
57.0
30.0
8.0
25.0
25.0
30.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 4
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
931
3433
0.950
3433
889
3539
0
0
0
0
1078
6408
569
1583
1012
3539
182
1583
0
0
0
0
0
0
3539
0
0
6408
3539
0
0
0
0
1123
NA
6
422
Perm
1054
NA
8
1499
182
190
Perm
0
970
926
Prot
NA
5 15 16 5 15 18
1390
240
593
Perm
405
3433
0.950
3379
0
0
0
59.5
0.40
0.71
9.3
18.8
28.0
C
72.4
0.48
0.54
8.2
51.2
59.4
E
43.3
D
25.0
5.6
19.4
0.13
1.36
215.3
0.0
215.3
F
235.9
F
6
25.0
5.6
19.4
0.13
1.53
274.7
0.0
274.7
F
8
34.0
5.6
28.4
0.19
0.66
62.0
0.9
62.9
E
34.0
5.6
28.4
0.19
1.57
303.5
0.0
303.5
F
209.3
F
8
34.0
5.6
28.4
0.19
0.44
11.3
0.0
11.3
B
Cycle Length: 150
Intersection LOS: F
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 5
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
ø1
ø2
ø4
ø5
ø15
ø16
ø18
1
2
4
5
15
16
18
59.0
38.0
53.0
25.0
28.0
13.0
25.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 6
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
NBL
NBT
NBR
SBL
SBT
SBR
SEL
SET
SER
NWL
NWT
NWR
0
0
0
0
0
0
0
0
1503
6408
661
1583
0
0
0
0
0
6408
3539
0
0
0
0
0
0
1518
NA
2
1583
141
668
Perm
484
3433
0.950
3433
999
3539
0
934
4710
0.999
4710
17
1118
NA
4
142
0
0
316
1522
0.950
1522
489
Prot
1
1009
NA
12
0
287
Perm
4
53.0
5.6
47.4
0.32
0.60
49.4
0.0
49.4
D
53.0
5.6
47.4
0.32
0.75
48.9
0.0
48.9
D
49.0
D
38.0
5.6
32.4
0.22
1.10
97.9
1.9
99.8
F
146.1
F
2
38.0
5.6
32.4
0.22
1.48
251.4
0.0
251.4
F
59.0
5.6
53.4
0.36
0.40
1.3
2.0
3.3
A
91.4
0.61
0.47
5.5
17.9
23.3
C
16.8
B
Cycle Length: 150
Intersection LOS: F
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 7
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
ø5
ø6
ø8
ø15
ø16
ø18
5
6
8
15
16
18
25.0
25.0
34.0
28.0
13.0
25.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 8
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBU
EBL
EBT
EBR
WBU
WBL
WBT
WBR
NBL
NBT
NBR
SBL
7
0
1819
5059
44
0
2
0
93
1583
12
0
0
0
5085
0
112
1770
0.950
1687
0
Prot
5
231
Prot
5 15
0
0
Prot
1
10
Prot
1
862
NA
6
1482
182
96
Perm
23.0
23.0
5.0
10.7
0.07
0.08
46.1
0.0
46.1
D
50.0
5.5
56.9
0.38
0.45
32.5
0.0
32.5
C
29.6
C
18
1583
0.000
0
165
224
NA
8
3
20.0
6.0
12.6
0.08
0.79
36.0
16.8
52.9
D
52.9
D
187
0
5059
3
1920
NA
2
8
1770
0.950
1766
836
5085
0
216
1770
0.317
581
23.0
18.0
0.12
1.09
146.9
0.0
146.9
F
75.0
5.5
95.7
0.64
0.59
20.4
7.4
27.9
C
40.6
D
6
50.0
5.5
56.9
0.38
0.14
1.5
0.0
1.5
A
0
pm+pt
3
8
7.0
0
0
115
Prot
7
25.0
6.0
15.0
0.10
0.65
81.5
147.5
229.0
F
Cycle Length: 150
Intersection LOS: D
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 9
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
SBT
SBR
15
1525
307
0
1525
316
331
NA
4
8
25.0
6.0
33.6
0.22
0.56
9.1
0.0
9.1
A
65.8
E
0
ø15
0
15
25.0
Walter P Moore
6/5/2014
Synchro 8 Report
Page 10
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBU
EBL
EBT
EBR
WBU
WBL
WBT
WBR
NBL
NBT
NBR
SBL
23
0
1946
5085
5
0
4
0
81
0
28
0
8
0
0
0
0
0
69
Prot
5
2011
NA
2
0
0
Prot
1
38
Prot
1
0
0
Perm
1544
96
34
Perm
0
0
Prot
5
5028
13
1238
NA
6
6
1788
0.783
1442
33
1583
5085
33
1770
0.950
1766
1119
5028
0
43
1770
0.950
1767
17.0
17.0
5.4
26.7
0.18
0.22
50.7
0.0
50.7
D
85.0
5.4
98.0
0.65
0.61
16.5
0.0
16.5
B
17.6
B
25.0
25.0
5.4
8.6
0.06
0.38
84.9
0.0
84.9
F
93.0
5.4
80.2
0.53
0.46
6.5
0.0
6.5
A
8.8
A
8
40.0
35
NA
8
40.0
5.7
29.0
0.19
0.13
51.6
0.0
51.6
D
26.4
C
8
40.0
5.7
29.0
0.19
0.09
0.5
0.0
0.5
A
0
Perm
4
40.0
Cycle Length: 150
Intersection LOS: B
Splits and Phases:
Walter P Moore
6/5/2014
Synchro 8 Report
Page 11
1660 West Loop TIA
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
SBT
SBR
7
1615
0.983
1593
89
104
NA
4
86
0
0
0
40.0
5.7
29.0
0.19
0.27
15.0
0.0
15.0
B
15.0
B
Walter P Moore
6/5/2014
Synchro 8 Report
Page 12
1660 West Loop TIA
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
5.5
EBL
80
1
Free
0
95
2
84
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
84
4.12
2.218
1513
-
Approach
HCM LOS
EB
4.7
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
1512
-
EBL
1512
0.056
7.5
A
0.2
EBT
47
0
Free
None
0
0
95
2
49
WBT
49
0
Free
0
0
95
2
52
0
-
Major2
WB
0
EBT
-
WBT
-
WBR
30
1
Free
None
95
2
32
0
-
SBL
57
1
Stop
0
0
0
95
2
60
SBR
58
1
Stop
None
95
2
61
Minor2
286
68
218
6.42
5.42
5.42
3.518
704
955
818
69
6.22
3.318
994
-
664
664
954
772
992
-
SB
10.3
B
WBR SBLn1
797
- 0.152
10.3
B
0.5
Synchro 8 Report
Page 1
1660 West Loop TIA
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
3.4
EBL
0
6
Stop
0
0
89
2
0
EBR
174
6
Stop
None
0
89
2
196
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
1152
1152
0
6.44
7.34
3.82
208
156
-
583
7.14
3.92
390
-
206
206
155
-
388
-
Approach
HCM LOS
EB
23.3
C
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
EBLn1
388
0.504
23.3
C
2.7
NBL
0
6
Free
89
2
0
NBT
0
0
Free
None
0
0
89
2
0
SBT
1011
0
Free
0
0
89
2
1136
SBR
17
6
Free
None
89
2
19
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 2
1660 West Loop TIA
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
0.4
EBL
0
5
Stop
0
0
92
2
0
EBR
29
5
Stop
None
0
92
2
32
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
1088
1088
0
6.44
7.34
3.82
227
173
-
547
7.14
3.92
412
-
225
225
172
-
410
-
Approach
HCM LOS
EB
14.5
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
EBLn1
410
0.077
14.5
B
0.2
NBL
0
5
Free
92
2
0
NBT
0
0
Free
None
0
0
92
2
0
SBT
993
0
Free
0
0
92
2
1079
SBR
7
5
Free
None
92
2
8
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 3
1660 West Loop TIA
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
0.1
EBL
0
7
Stop
0
0
93
2
0
EBR
6
7
Stop
None
0
93
2
6
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
1106
1106
0
6.44
7.34
3.82
221
168
-
557
7.14
3.92
406
-
218
218
167
-
404
-
Approach
HCM LOS
EB
14.1
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
EBLn1
404
0.016
14.1
B
0
NBL
0
7
Free
93
2
0
NBT
0
0
Free
None
0
0
93
2
0
SBT
1020
0
Free
0
0
93
2
1097
SBR
4
7
Free
None
93
2
4
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 4
1660 West Loop TIA
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
1.4
WBL
11
2
Stop
0
0
0
94
2
12
WBR
26
2
Stop
None
94
2
28
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor1
245
131
114
6.42
5.42
5.42
3.518
743
895
911
133
6.22
3.318
916
-
739
739
894
908
913
-
Approach
HCM LOS
WB
9.4
A
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
NBT
-
NBT
121
0
Free
0
0
94
2
129
Major1
0
NB
0
NBR WBLn1
853
- 0.046
9.4
A
0.1
SBL
1451
0.002
7.5
A
0
NBR
1
2
Free
None
94
2
1
0
-
SBL
3
2
Free
94
2
3
Major2
132
4.12
2.218
1453
1451
-
SBT
101
0
Free
None
0
0
94
2
107
0
-
SB
0.2
SBT
0
A
-
Synchro 8 Report
Page 5
1660 West Loop TIA
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
0
WBL
0
2
Stop
0
0
0
94
2
0
WBR
0
2
Stop
None
94
2
0
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor1
258
142
116
6.42
5.42
5.42
3.518
731
885
909
144
6.22
3.318
903
-
729
729
884
907
900
-
Approach
HCM LOS
WB
0
A
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
5/23/2014
NBT
-
NBT
132
0
Free
0
0
94
2
140
Major1
0
NB
0
NBR WBLn1
0
A
-
SBL
1439
0
A
0
NBR
0
2
Free
None
94
2
0
0
-
SBL
0
2
Free
94
2
0
Major2
142
4.12
2.218
1441
1439
-
SBT
109
0
Free
None
0
0
94
2
116
0
-
SB
0
SBT
-
Synchro 8 Report
Page 6
TAB FOUR
Proposed Condition Capacity Analysis
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
582
3433
0.950
3428
966
3539
0
0
0
0
902
6408
445
1583
1344
3539
338
1583
0
0
0
0
0
0
3539
0
0
6408
3539
0
0
0
0
949
NA
6
1221
Perm
1415
NA
87
1531
156
356
Perm
0
613
1017
Prot
NA
5 15 5 15 18
1536
340
468
Perm
1160
3433
0.950
3406
0
0
0
45.4
0.30
0.59
28.4
2.5
30.9
C
75.4
0.50
0.57
6.5
4.1
10.5
B
18.2
B
35.0
5.6
29.0
0.19
0.77
62.0
0.0
62.0
E
50.9
D
6
35.0
5.6
29.0
0.19
0.82
28.3
0.0
28.3
C
87
28.8
0.19
1.87
428.8
0.2
428.9
F
87
28.8
0.19
2.08
520.7
0.0
520.7
F
427.4
F
28.8
0.19
0.85
51.5
0.0
51.5
D
Cycle Length: 150
Intersection LOS: F
Splits and Phases:
Walter P Moore
9/4/2014
Synchro 8 Report
Page 5
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
ø1
ø2
ø4
ø5
ø7
ø8
ø15
ø18
1
2
4
5
7
8
15
18
62.0
45.0
43.0
38.0
7.0
27.0
13.0
30.0
Walter P Moore
9/4/2014
Synchro 8 Report
Page 6
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
4: Beltway 8 SBFR & San Felipe
AM Peak
NBL
NBT
NBR
SBL
SBT
SBR
SEL
SET
SER
NWL
NWT
NWR
0
0
0
0
0
0
0
0
1134
6408
533
1583
0
0
0
0
0
6408
3539
0
0
0
0
0
0
1157
NA
2
1546
210
544
Perm
338
3433
0.950
3429
1725
3539
0
741
4449
0.998
4447
32
1336
NA
4
527
0
0
415
1522
0.950
1498
345
Prot
1
1760
NA
12
0
381
Perm
4
43.0
5.6
37.4
0.25
1.02
106.6
0.0
106.6
F
43.0
5.6
37.4
0.25
1.37dr
137.4
0.0
137.4
F
130.6
F
45.0
5.6
39.4
0.26
0.69
46.7
0.3
47.0
D
49.9
D
2
45.0
5.6
39.4
0.26
0.97
56.1
0.0
56.1
E
62.0
5.6
56.4
0.38
0.27
22.3
1.3
23.6
C
101.4
0.68
0.74
6.6
48.4
55.0
D
49.9
D
Cycle Length: 150
Intersection LOS: E
Splits and Phases:
Walter P Moore
9/4/2014
Synchro 8 Report
Page 7
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
ø5
ø6
ø7
ø8
ø15
ø18
5
6
7
8
15
18
38.0
35.0
7.0
27.0
13.0
30.0
Walter P Moore
9/4/2014
Synchro 8 Report
Page 8
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
EBU
EBL
EBT
EBR
WBU
WBL
WBT
WBR
NBL
NBT
NBR
SBL
20
0
685
4907
151
0
1
0
58
1583
36
0
0
0
5085
0
61
1770
0.950
1712
0
Prot
5
117
Prot
5
0
0
Prot
1
40
Prot
1
1834
NA
6
1516
145
60
Perm
23.0
23.0
5.0
14.6
0.10
0.68
84.5
0.0
84.5
F
23.0
23.0
5.0
13.8
0.09
0.25
73.1
0.0
73.1
E
75.0
6.0
72.1
0.48
0.75
36.0
4.8
40.7
D
40.1
D
8
1645
0.000
0
33
104
NA
8
3
20.0
6.0
11.5
0.08
0.67
72.0
0.0
72.0
E
72.0
E
56
0
4907
43
871
NA
2
37
1770
0.950
1747
1761
5085
0
91
1770
0.950
1767
75.0
6.0
75.0
0.50
0.35
23.0
0.0
23.0
C
30.3
C
6
75.0
6.0
72.1
0.48
0.07
0.7
0.0
0.7
A
0
pm+pt
3
8
7.0
0
0
64
Prot
7
25.0
6.0
28.8
0.19
0.19
53.6
0.0
53.6
D
Cycle Length: 150
Intersection LOS: D
Splits and Phases:
Walter P Moore
9/4/2014
Synchro 8 Report
Page 9
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
SBT
SBR
63
1583
417
0
1583
155
500
NA
4
8
25.0
6.0
46.3
0.31
0.84
46.7
0.0
46.7
D
47.5
D
0
0
Walter P Moore
9/4/2014
Synchro 8 Report
Page 10
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
EBU
EBL
EBT
EBR
WBU
WBL
WBT
WBR
NBL
NBT
NBR
SBL
15
0
1699
5085
1
0
2
0
222
0
3
0
7
0
0
0
0
0
173
Prot
5
1771
NA
2
0
0
Prot
1
26
Prot
1
0
0
Perm
1562
96
6
Perm
0
0
Prot
5
4990
26
2035
NA
6
10
1842
0.958
1784
6
1583
5085
23
1770
0.950
1769
1732
4990
0
151
1770
0.950
1769
17.0
17.0
5.4
21.8
0.15
0.68
74.7
0.0
74.7
E
85.0
5.4
89.7
0.60
0.58
22.1
0.0
22.1
C
26.8
C
25.0
25.0
5.4
19.4
0.13
0.11
56.3
0.0
56.3
E
93.0
5.4
82.7
0.55
0.74
24.0
0.0
24.0
C
24.4
C
8
40.0
13
NA
8
40.0
5.7
29.0
0.19
0.04
49.8
0.0
49.8
D
34.0
C
8
40.0
5.7
29.0
0.19
0.02
0.0
0.0
0.0
A
0
Perm
4
40.0
Cycle Length: 150
Intersection LOS: C
Splits and Phases:
Walter P Moore
9/4/2014
Synchro 8 Report
Page 11
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
SBT
SBR
7
1625
0.984
1605
71
85
NA
4
68
0
0
0
40.0
5.7
29.0
0.19
0.23
16.2
0.0
16.2
B
16.2
B
Walter P Moore
9/4/2014
Synchro 8 Report
Page 12
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
AM Peak
6.1
EBL
224
158
Free
0
89
2
252
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
65
4.14
2.22
1535
-
Approach
HCM LOS
EB
4.9
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
9/4/2014
1333
-
EBL
1333
0.189
8.3
A
0.7
EBT
156
0
Free
None
0
0
89
2
175
WBT
30
0
Free
0
0
89
2
34
0
-
Major2
WB
0
EBT
-
WBT
-
WBR
26
1
Free
None
89
2
29
0
-
SBL
37
1
Stop
0
0
0
89
2
42
SBR
52
2
Stop
None
92
2
57
Minor2
729
50
679
6.63
5.83
5.43
3.519
374
967
503
191
6.93
3.319
819
-
302
302
965
407
710
-
SB
15.2
C
WBR SBLn1
451
- 0.218
15.2
C
0.8
Synchro 8 Report
Page 1
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
8: Hallmark & Driveway B
AM Peak
17.1
EBL
119
0
Free
92
2
129
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
173
4.14
2.22
1401
-
Approach
HCM LOS
EB
4.9
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
9/4/2014
1401
-
EBL
1401
0.092
7.8
A
0.3
EBT
70
0
Free
None
0
0
92
2
76
WBT
83
0
Free
0
0
92
2
90
0
-
Major2
WB
0
EBT
0
A
-
WBT
-
WBR
76
0
Free
None
92
2
83
0
-
SBL
7
0
Stop
0
0
0
92
2
8
SBR
714
0
Stop
None
92
2
776
Minor2
467
132
335
6.63
5.83
5.43
3.519
539
881
724
86
6.93
3.319
956
-
487
487
881
654
956
-
SB
24
C
WBR SBLn1
947
- 0.828
24
C
9.7
Synchro 8 Report
Page 2
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
AM Peak
0.9
EBL
0
0
Stop
0
0
95
2
0
EBR
59
0
Stop
None
0
95
2
62
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
875
875
0
6.44
7.34
3.82
302
243
-
478
7.14
3.92
456
-
302
302
243
-
456
-
Approach
HCM LOS
EB
14.1
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
9/4/2014
EBLn1
456
0.136
14.1
B
0.5
NBL
0
0
Free
95
2
0
NBT
0
0
Free
None
0
0
95
2
0
SBT
752
0
Free
0
0
95
2
792
SBR
159
0
Free
None
95
2
167
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 3
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
10: IH 610 SBFR & Driveway A
AM Peak
0.4
EBL
0
0
Stop
0
0
92
2
0
EBR
27
0
Stop
None
0
92
2
29
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
1024
1024
0
6.44
7.34
3.82
247
192
-
545
7.14
3.92
413
-
247
247
192
-
413
-
Approach
HCM LOS
EB
14.4
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
9/4/2014
EBLn1
413
0.071
14.4
B
0.2
NBL
0
0
Free
92
2
0
NBT
0
0
Free
None
0
0
92
2
0
SBT
879
0
Free
0
0
92
2
955
SBR
126
0
Free
None
92
2
137
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 4
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
AM Peak
0.3
EBL
0
0
Stop
0
0
95
2
0
EBR
24
0
Stop
None
0
95
2
25
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
1041
1041
0
6.44
7.34
3.82
242
186
-
520
7.14
3.92
429
-
242
242
186
-
429
-
Approach
HCM LOS
EB
13.9
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
9/4/2014
EBLn1
429
0.059
13.9
B
0.2
NBL
0
0
Free
95
2
0
NBT
0
0
Free
None
0
0
95
2
0
SBT
989
0
Free
0
0
95
2
1041
SBR
0
0
Free
None
95
2
0
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 5
1660 West Loop TIA
Proposed Condition
AM Peak
HCM research expects at least one 'Stop' controlled approach at the intersection.
Walter P Moore
9/4/2014
Synchro 8 Report
Page 6
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
13: Driveway D
AM Peak
1.4
WBL
9
1
Stop
0
0
0
87
2
10
WBR
14
3
Stop
None
87
2
16
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor1
385
185
200
6.42
5.42
5.42
3.518
618
847
834
188
6.22
3.318
854
-
599
599
845
811
850
-
Approach
HCM LOS
WB
10.1
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
NBT
-
Walter P Moore
9/4/2014
NBT
143
0
Free
0
0
87
2
164
Major1
0
NB
0
NBR WBLn1
730
- 0.036
10.1
B
0.1
SBL
1367
0.025
7.7
A
0.1
NBR
30
1
Free
None
87
2
34
0
-
SBL
30
3
Free
87
2
34
Major2
202
4.12
2.218
1370
1367
-
SBT
114
0
Free
None
0
0
87
2
131
0
-
SB
1.6
SBT
0
A
-
Synchro 8 Report
Page 7
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
14: Hollyhurst Ln & Driveway C
AM Peak
2.3
WBL
10
0
Stop
0
0
0
92
2
11
WBR
29
0
Stop
None
92
2
32
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor1
442
195
247
6.42
5.42
5.42
3.518
573
838
794
195
6.22
3.318
846
-
535
535
838
742
846
-
Approach
HCM LOS
WB
10.2
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
NBT
-
Walter P Moore
9/4/2014
NBT
116
0
Free
0
0
92
2
126
Major1
0
NB
0
NBR WBLn1
736
- 0.058
10.2
B
0.2
SBL
1300
0.063
8
A
0.2
NBR
127
0
Free
None
92
2
138
0
-
SBL
75
0
Free
92
2
82
Major2
264
4.12
2.218
1300
1300
-
SBT
77
0
Free
None
0
0
92
2
84
0
-
SB
3.9
SBT
0
A
-
Synchro 8 Report
Page 8
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
1813
1610
0.950
1610
412
3278
0.967
3278
0
0
0
0
351
4618
432
0
187
0
56
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
954
Split
5 15
1388
NA
5 15
0
0
4618
7
824
NA
6
0
0
Perm
1100
5013
0.993
5004
4
1414
NA
87
0
0
0
0
87
81.3
0.54
1.09
60.5
3.8
64.3
E
81.3
0.54
1.05dl
6.9
48.4
55.4
E
59.0
E
30.0
5.7
24.3
0.16
1.72dr
117.9
0.0
117.9
F
117.9
F
27.0
0.18
1.56
298.1
0.0
298.1
F
298.1
F
Cycle Length: 150
Intersection LOS: F
Splits and Phases:
Walter P Moore
9/4/2014
Synchro 8 Report
Page 1
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
ø1
ø2
ø3
ø4
ø5
ø7
ø8
ø11
ø15
1
2
3
4
5
7
8
11
15
22.0
65.0
8.0
30.0
57.0
8.0
25.0
25.0
30.0
Walter P Moore
9/4/2014
Synchro 8 Report
Page 2
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
1958
4983
261
0
0
0
0
0
0
0
0
0
0
0
0
267
1522
0.950
1507
158
Prot
1 11
391
NA
1 2 11
0
0
0
0
616
4411
0.999
4410
139
1251
NA
34
583
0
4983
19
2264
NA
2
366
3383
0.821
2783
0
0
0
172
1610
0.950
1610
0
0
245
Perm
0
0
34
65.0
5.7
59.3
0.40
1.14
121.8
0.9
122.7
F
122.7
F
41.3
0.28
0.36
18.5
6.2
24.7
C
100.6
0.67
0.30
1.1
0.5
1.6
A
8.2
A
32.0
0.21
0.76
71.8
0.0
71.8
E
32.0
0.21
1.40dr
139.8
0.0
139.8
F
128.7
F
Cycle Length: 150
Intersection LOS: F
Splits and Phases:
Walter P Moore
9/4/2014
Synchro 8 Report
Page 3
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
ø1
ø3
ø4
ø5
ø6
ø7
ø8
ø11
ø15
1
3
4
5
6
7
8
11
15
22.0
8.0
30.0
57.0
30.0
8.0
25.0
25.0
30.0
Walter P Moore
9/4/2014
Synchro 8 Report
Page 4
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
987
3433
0.950
3433
948
3539
0
0
0
0
1106
6408
592
1583
1047
3539
182
1583
0
0
0
0
0
0
3539
0
0
6408
3539
0
0
0
0
1152
NA
6
444
Perm
1091
NA
8
1499
182
190
Perm
0
1028
988
Prot
NA
5 15 16 5 15 18
1390
236
617
Perm
426
3433
0.950
3379
0
0
0
60.4
0.40
0.74
11.5
39.1
50.5
D
72.4
0.48
0.58
8.8
51.0
59.8
E
55.1
E
25.0
5.6
19.4
0.13
1.39
229.3
0.1
229.4
F
256.5
F
6
25.0
5.6
19.4
0.13
1.60
307.0
0.0
307.0
F
8
34.0
5.6
28.4
0.19
0.69
63.3
1.7
65.0
E
34.0
5.6
28.4
0.19
1.63
326.7
0.0
326.7
F
224.6
F
8
34.0
5.6
28.4
0.19
0.44
11.3
0.0
11.3
B
Cycle Length: 150
Intersection LOS: F
Splits and Phases:
Walter P Moore
9/4/2014
Synchro 8 Report
Page 5
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
ø1
ø2
ø4
ø5
ø15
ø16
ø18
1
2
4
5
15
16
18
59.0
38.0
53.0
25.0
28.0
13.0
25.0
Walter P Moore
9/4/2014
Synchro 8 Report
Page 6
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
NBL
NBT
NBR
SBL
SBT
SBR
SEL
SET
SER
NWL
NWT
NWR
0
0
0
0
0
0
0
0
1538
6408
661
1583
0
0
0
0
0
6408
3539
0
0
0
0
0
0
1554
NA
2
1583
141
668
Perm
484
3433
0.950
3433
1047
3539
0
1065
4710
0.998
4710
16
1269
NA
4
152
0
0
386
1522
0.950
1522
489
Prot
1
1058
NA
12
0
351
Perm
4
53.0
5.6
47.4
0.32
0.73
56.0
0.0
56.0
E
53.0
5.6
47.4
0.32
0.85
53.7
0.0
53.7
D
54.2
D
38.0
5.6
32.4
0.22
1.12
107.5
0.6
108.1
F
151.2
F
2
38.0
5.6
32.4
0.22
1.48
251.4
0.0
251.4
F
59.0
5.6
53.4
0.36
0.40
1.6
2.1
3.7
A
91.4
0.61
0.49
6.2
31.5
37.7
D
27.0
C
Cycle Length: 150
Intersection LOS: F
Splits and Phases:
Walter P Moore
9/4/2014
Synchro 8 Report
Page 7
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
ø5
ø6
ø8
ø15
ø16
ø18
5
6
8
15
16
18
25.0
25.0
34.0
28.0
13.0
25.0
Walter P Moore
9/4/2014
Synchro 8 Report
Page 8
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBU
EBL
EBT
EBR
WBU
WBL
WBT
WBR
NBL
NBT
NBR
SBL
7
0
1832
5039
85
0
2
0
93
1583
77
0
0
0
5085
0
116
1770
0.950
1707
0
Prot
5
231
Prot
5 15
0
0
Prot
1
10
Prot
1
862
NA
6
1482
182
96
Perm
23.0
23.0
5.0
10.7
0.07
0.08
46.5
0.0
46.5
D
50.0
5.5
44.5
0.30
0.57
37.1
0.0
37.1
D
33.7
C
34
1615
0.000
0
71
421
NA
8
3
20.0
6.0
24.6
0.16
1.30
194.8
1.3
196.1
F
196.1
F
298
0
5039
6
1977
NA
2
8
1770
0.950
1766
836
5085
0
216
1770
0.317
581
23.0
18.0
0.12
1.09
146.9
0.0
146.9
F
75.0
5.5
83.3
0.56
0.71
27.9
48.5
76.4
E
83.8
F
6
50.0
5.5
44.5
0.30
0.17
1.4
0.0
1.4
A
0
pm+pt
3
8
7.0
0
0
120
Prot
7
25.0
6.0
15.4
0.10
0.66
81.4
140.7
222.1
F
Cycle Length: 150
Intersection LOS: F
ICU Level of Service G
Splits and Phases:
Walter P Moore
9/4/2014
Synchro 8 Report
Page 9
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
SBT
SBR
26
1537
307
0
1537
316
343
NA
4
8
25.0
6.0
46.0
0.31
0.50
8.2
0.0
8.2
A
63.6
E
0
ø15
0
15
25.0
Walter P Moore
9/4/2014
Synchro 8 Report
Page 10
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBU
EBL
EBT
EBR
WBU
WBL
WBT
WBR
NBL
NBT
NBR
SBL
23
0
1969
5085
5
0
4
0
129
0
28
0
20
0
0
0
0
0
97
Prot
5
2035
NA
2
0
0
Prot
1
38
Prot
1
0
0
Perm
1544
96
34
Perm
0
0
Prot
5
5000
22
1297
NA
6
10
1796
0.650
1201
33
1583
5085
33
1770
0.950
1766
1129
5000
0
70
1770
0.950
1767
17.0
17.0
5.4
25.9
0.17
0.32
54.4
0.0
54.4
D
85.0
5.4
98.0
0.65
0.61
16.7
0.0
16.7
B
18.4
B
25.0
25.0
5.4
8.6
0.06
0.38
85.0
0.0
85.0
F
93.0
5.4
78.6
0.52
0.49
6.5
0.0
6.5
A
8.8
A
8
40.0
39
NA
8
40.0
5.7
29.0
0.19
0.17
52.8
0.0
52.8
D
28.4
C
8
40.0
5.7
29.0
0.19
0.09
0.5
0.0
0.5
A
0
Perm
4
40.0
Cycle Length: 150
Intersection LOS: B
Splits and Phases:
Walter P Moore
9/4/2014
Synchro 8 Report
Page 11
1660 West Loop TIA
Proposed Condition
Lane Group
Lane Configurations
Volume (vph)
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Satd. Flow (RTOR)
Turn Type
Protected Phases
Permitted Phases
Total Split (s)
Total Lost Time (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
SBT
SBR
12
1622
0.965
1573
143
185
NA
4
147
0
0
0
40.0
5.7
29.0
0.19
0.44
17.6
0.0
17.6
B
17.6
B
Walter P Moore
9/4/2014
Synchro 8 Report
Page 12
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
5.6
EBL
113
1
Free
0
95
2
119
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
118
4.14
2.22
1468
-
Approach
HCM LOS
EB
4.2
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
9/4/2014
1467
-
EBL
1467
0.081
7.7
A
0.3
EBT
94
0
Free
None
0
0
95
2
99
WBT
81
0
Free
0
0
95
2
85
0
-
Major2
WB
0
EBT
-
WBT
-
WBR
30
1
Free
None
95
2
32
0
-
SBL
57
1
Stop
0
0
0
95
2
60
SBR
104
1
Stop
None
95
2
109
Minor2
439
102
337
6.63
5.83
5.43
3.519
561
911
722
60
6.93
3.319
993
-
515
515
910
663
991
-
SB
11.2
B
WBR SBLn1
747
- 0.227
11.2
B
0.9
Synchro 8 Report
Page 1
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
8: Hallmark
PM Peak
5.1
EBL
47
0
Free
92
2
51
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
64
4.14
2.22
1536
-
Approach
HCM LOS
EB
2.1
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
9/4/2014
1536
-
EBL
1536
0.033
7.4
A
0.1
EBT
122
0
Free
None
0
0
92
2
133
WBT
59
0
Free
0
0
92
2
64
0
-
Major2
WB
0
EBT
0
A
-
WBT
-
WBR
0
0
Free
None
92
2
0
0
-
SBL
101
0
Stop
0
0
0
92
2
110
SBR
32
0
Stop
None
92
2
35
Minor2
299
64
235
6.63
5.83
5.43
3.519
680
951
803
32
6.93
3.319
1035
-
656
656
951
774
1035
-
SB
11.3
B
WBR SBLn1
719
- 0.201
11.3
B
0.7
Synchro 8 Report
Page 2
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
12.3
EBL
0
6
Stop
0
0
89
2
0
EBR
276
6
Stop
None
0
89
2
310
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
1335
1335
0
6.44
7.34
3.82
162
116
-
674
7.14
3.92
341
-
160
160
115
-
339
-
Approach
HCM LOS
EB
65.3
F
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
9/4/2014
EBLn1
339
0.915
65.3
F
9.1
NBL
0
6
Free
89
2
0
NBT
0
0
Free
None
0
0
89
2
0
SBT
1174
0
Free
0
0
89
2
1319
SBR
17
6
Free
None
89
2
19
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 3
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
10: IH 610 SBFR
PM Peak
2.3
EBL
0
0
Stop
0
0
92
2
0
EBR
136
0
Stop
None
0
92
2
148
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
1209
1209
0
6.44
7.34
3.82
192
142
-
638
7.14
3.92
359
-
192
192
142
-
359
-
Approach
HCM LOS
EB
21.9
C
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
9/4/2014
EBLn1
359
0.412
21.9
C
2
NBL
0
0
Free
92
2
0
NBT
0
0
Free
None
0
0
92
2
0
SBT
1048
0
Free
0
0
92
2
1139
SBR
128
0
Free
None
92
2
139
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 4
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
1
EBL
0
5
Stop
0
0
92
2
0
EBR
70
5
Stop
None
0
92
2
76
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor2
1217
1217
0
6.44
7.34
3.82
190
140
-
610
7.14
3.92
375
-
188
188
139
-
373
-
Approach
HCM LOS
EB
17.1
C
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
Walter P Moore
9/4/2014
EBLn1
373
0.204
17.1
C
0.8
NBL
0
5
Free
92
2
0
NBT
0
0
Free
None
0
0
92
2
0
SBT
1115
0
Free
0
0
92
2
1212
SBR
0
5
Free
None
92
2
0
Major2
-
0
-
SB
0
SBT
-
SBR
-
Synchro 8 Report
Page 5
1660 West Loop TIA
Proposed Condition
PM Peak
HCM research expects at least one 'Stop' controlled approach at the intersection.
Walter P Moore
9/4/2014
Synchro 8 Report
Page 6
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
PM Peak
1.3
WBL
11
2
Stop
0
0
0
94
2
12
WBR
41
2
Stop
None
94
2
44
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor1
502
324
178
6.42
5.42
5.42
3.518
529
733
853
326
6.22
3.318
715
-
521
521
732
842
713
-
Approach
HCM LOS
WB
10.9
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
NBT
-
Walter P Moore
9/4/2014
NBT
298
0
Free
0
0
94
2
317
Major1
0
NB
0
NBR WBLn1
661
- 0.084
10.9
B
0.3
SBL
1229
0.01
8
A
0
NBR
9
2
Free
None
94
2
10
0
-
SBL
11
2
Free
94
2
12
Major2
329
4.12
2.218
1231
1229
-
SBT
145
0
Free
None
0
0
94
2
154
0
-
SB
0.6
SBT
0
A
-
Synchro 8 Report
Page 7
1660 West Loop TIA
Proposed Condition
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
14: Hollyhurst Ln
PM Peak
5.3
WBL
46
0
Stop
0
0
0
92
2
50
WBR
177
0
Stop
None
92
2
192
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Minor1
380
166
214
6.42
5.42
5.42
3.518
622
863
822
166
6.22
3.318
878
-
599
599
863
792
878
-
Approach
HCM LOS
WB
11.4
B
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
NBT
-
Walter P Moore
9/4/2014
NBT
140
0
Free
0
0
92
2
152
Major1
0
NB
0
NBR WBLn1
801
- 0.303
11.4
B
1.3
SBL
1397
0.034
7.7
A
0.1
NBR
25
0
Free
None
92
2
27
0
-
SBL
44
0
Free
92
2
48
Major2
179
4.12
2.218
1397
1397
-
SBT
109
0
Free
None
0
0
92
2
118
0
-
SB
2.2
SBT
0
A
-
Synchro 8 Report
Page 8
TAB FIVE
Proposed Mitigation
1660 West Loop TIA
Proposed Condition - Mitigated with Turn Bays Added
Lane Group
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Maximum Green (s)
Yellow Time (s)
All-Red Time (s)
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)
Recall Mode
Walk Time (s)
Flash Dont Walk (s)
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
EBU
EBL
EBT
5
5
4.0
9.0
16.0
10.7%
11.0
3.5
1.5
Lag
Yes
3.0
None
EBR
AM Peak
WBU
WBL
WBT
2
1
1
6
4.0
10.0
9.0
29.0
16.0
70.0
10.7% 46.7%
11.0
64.0
3.5
4.0
1.5
2.0
0.0
0.0
5.0
6.0
Lag
Lead
Yes
Yes
3.0
3.0
None C-Max
5.0
18.0
0
11.0
74.2
0.07
0.49
0.91
0.36
125.0
24.2
0.0
0.0
125.0
24.2
F
C
36.1
D
4.0
9.0
16.0
10.7%
11.0
3.5
1.5
Lag
Yes
3.0
None
WBR
6
6
NBL
8
3
NBT
3
8
NBR
8
8
SBL
4
7
4.0
10.0
10.0
9.0
29.0
29.0
16.0
70.0
70.0
10.7% 46.7% 46.7%
11.0
64.0
64.0
3.5
4.0
4.0
1.5
2.0
2.0
0.0
0.0
0.0
5.0
6.0
6.0
Lag
Lead
Lead
Yes
Yes
Yes
3.0
3.0
3.0
None C-Max C-Max
5.0
5.0
18.0
18.0
0
0
9.9
71.0
71.0
0.07
0.47
0.47
0.34
0.76
0.08
76.8
35.1
0.7
0.0
2.4
0.0
76.8
37.5
0.7
E
D
A
37.1
D
1.0
7.0
12.0
8.0%
6.0
4.0
2.0
8.0
14.0
20.0
13.3%
14.0
4.0
2.0
0.0
6.0
8.0
14.0
20.0
13.3%
14.0
4.0
2.0
0.0
6.0
1.0
7.0
32.0
21.3%
26.0
4.0
2.0
0.0
6.0
3.0
None
3.0
None
3.0
None
3.0
Max
9.8
0.07
0.40
83.2
0.0
83.2
F
38.7
D
9.8
0.07
0.25
3.4
0.0
3.4
A
38.0
0.25
0.14
44.5
0.0
44.5
D
Area Type:
Other
Cycle Length: 150
Natural Cycle: 90
Intersection LOS: D
Splits and Phases:
Walter P Moore
10/9/2014
Synchro 8 Report
1660 West Loop TIA
Proposed Condition - Mitigated with Turn Bays Added
Lane Group
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Maximum Green (s)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Walk Time (s)
Flash Dont Walk (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
SBT
8
4
AM Peak
SBR
8.0
14.0
32.0
21.3%
26.0
4.0
2.0
0.0
6.0
3.0
Max
51.0
0.34
0.78
39.2
0.0
39.2
D
39.8
D
Walter P Moore
10/9/2014
Synchro 8 Report
1660 West Loop TIA
Proposed Condition (Mitigated)
Lane Group
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Maximum Green (s)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Walk Time (s)
Flash Dont Walk (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
AM Peak
EBU
EBL
EBT
5
5
4.0
9.0
19.0
12.7%
14.0
3.5
1.5
Lag
Yes
3.0
Max
EBR
WBU
WBL
WBT
2
1
1
6
4.0
10.0
9.0
29.0
19.0
65.0
12.7% 43.3%
14.0
59.0
3.5
4.0
1.5
2.0
0.0
0.0
5.0
6.0
Lag
Lead
Yes
Yes
3.0
3.0
Max C-Max
5.0
18.0
0
14.0
70.0
0.09
0.47
0.71
0.38
88.9
26.4
0.0
0.0
88.9
26.4
F
C
33.8
C
4.0
9.0
19.0
12.7%
14.0
3.5
1.5
Lag
Yes
3.0
None
WBR
6
6
NBL
8
3
NBT
3
8
NBR
SBL
4
7
4.0
10.0
10.0
9.0
29.0
29.0
19.0
65.0
65.0
12.7% 43.3% 43.3%
14.0
59.0
59.0
3.5
4.0
4.0
1.5
2.0
2.0
0.0
0.0
0.0
5.0
6.0
6.0
Lag
Lead
Lead
Yes
Yes
Yes
3.0
3.0
3.0
None C-Max C-Max
5.0
5.0
18.0
18.0
0
0
12.3
66.2
66.2
0.08
0.44
0.44
0.28
0.82
0.08
72.1
37.0
1.1
0.0
3.7
0.0
72.1
40.7
1.1
E
D
A
40.1
D
1.0
7.0
11.0
7.3%
5.0
4.0
2.0
4.0
20.0
20.0
13.3%
16.0
3.5
0.5
0.0
4.0
1.0
7.0
35.0
23.3%
29.0
4.0
2.0
0.0
6.0
3.0
Max
3.0
None
5.0
11.0
0
15.8
0.11
0.61
50.7
0.0
50.7
D
50.7
D
3.0
Max
29.0
0.19
0.19
52.4
0.0
52.4
D
Area Type:
Other
Cycle Length: 150
Natural Cycle: 90
Intersection LOS: D
Splits and Phases:
Walter P Moore
Synchro 8 Report
1660 West Loop TIA
Lane Group
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Maximum Green (s)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Walk Time (s)
Flash Dont Walk (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
SBT
8
4
AM Peak
SBR
8.0
14.0
35.0
23.3%
29.0
4.0
2.0
0.0
6.0
3.0
Max
41.8
0.28
0.90
55.3
0.0
55.3
E
55.0
D
Walter P Moore
Synchro 8 Report
1660 West Loop TIA
Proposed Condition - Mitigated with Turn Bays
Lane Group
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Maximum Green (s)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Walk Time (s)
Flash Dont Walk (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
EBU
EBL
EBT
5
5 15
4.0
9.0
23.0
15.3%
18.0
3.5
1.5
Lag
Yes
3.0
None
18.0
0.12
1.09
146.9
0.0
146.9
F
EBR
PM Peak
WBU
WBL
WBT
2
1
1
6
10.0
28.5
75.0
50.0%
69.5
4.0
1.5
0.0
5.5
Lead
Yes
3.0
C-Max
5.0
18.0
0
84.5
0.56
0.70
27.2
48.4
75.7
E
83.1
F
4.0
9.0
23.0
15.3%
18.0
3.5
1.5
Lag
Yes
3.0
None
WBR
6
6
NBL
8
3
NBT
3
8
NBR
8
8
SBL
4.0
10.0
10.0
9.0
28.5
28.5
23.0
50.0
50.0
15.3% 33.3% 33.3%
18.0
44.5
44.5
3.5
4.0
4.0
1.5
1.5
1.5
0.0
0.0
0.0
5.0
5.5
5.5
Lag
Lead
Lead
Yes
Yes
Yes
3.0
3.0
3.0
None C-Max C-Max
5.0
5.0
18.0
18.0
0
0
10.7
45.7
45.7
0.07
0.30
0.30
0.08
0.56
0.17
46.5
36.7
1.4
0.0
0.0
0.0
46.5
36.7
1.4
D
D
A
33.3
C
1.0
7.0
7.0
4.7%
1.0
4.0
2.0
8.0
14.0
20.0
13.3%
14.0
4.0
2.0
0.0
6.0
8.0
14.0
20.0
13.3%
14.0
4.0
2.0
0.0
6.0
1.0
7.0
25.0
16.7%
19.0
4.0
2.0
0.0
6.0
2.0
None
3.0
None
3.0
None
3.0
Max
12.8
0.09
0.75
92.2
0.0
92.2
F
98.2
F
12.8
0.09
0.91
47.3
53.1
100.4
F
26.0
0.17
0.39
59.4
78.7
138.1
F
7
Area Type:
Other
Cycle Length: 150
Natural Cycle: 85
Intersection LOS: E
Splits and Phases:
Walter P Moore
10/9/2014
Synchro 8 Report
1660 West Loop TIA
Proposed Condition - Mitigated with Turn Bays
Lane Group
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Maximum Green (s)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Walk Time (s)
Flash Dont Walk (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
SBT
8
4
SBR
PM Peak
ø15
8.0
14.0
25.0
16.7%
19.0
4.0
2.0
0.0
6.0
4.0
9.0
25.0
17%
20.0
3.5
1.5
3.0
Max
3.0
None
44.8
0.30
0.50
8.3
0.0
8.3
A
42.0
D
Walter P Moore
10/9/2014
Synchro 8 Report
1660 West Loop TIA
Lane Group
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Maximum Green (s)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Walk Time (s)
Flash Dont Walk (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
PM Peak
EBU
EBL
EBT
5 15
5 15
29.3
0.20
0.67
66.1
0.0
66.1
E
EBR
WBU
WBL
WBT
2
1
1
6
10.0
28.5
70.0
46.7%
64.5
4.0
1.5
0.0
5.5
Lead
Yes
3.0
C-Max
5.0
18.0
0
69.2
0.46
0.85
40.4
47.8
88.2
F
85.9
F
4.0
9.0
9.0
6.0%
4.0
3.5
1.5
Lag
Yes
3.0
None
WBR
6
6
NBL
8
3
NBT
4.0
10.0
10.0
9.0
28.5
28.5
9.0
44.0
44.0
6.0% 29.3% 29.3%
4.0
38.5
38.5
3.5
4.0
4.0
1.5
1.5
1.5
0.0
0.0
0.0
5.0
5.5
5.5
Lag
Lead
Lead
Yes
Yes
Yes
3.0
3.0
3.0
None C-Max C-Max
5.0
5.0
18.0
18.0
0
0
4.0
38.5
38.5
0.03
0.26
0.26
0.21
0.66
0.19
55.9
47.5
1.5
0.0
0.0
0.0
55.9
47.5
1.5
E
D
A
43.0
D
1.0
7.0
35.0
23.3%
29.0
4.0
2.0
1.0
7.0
22.0
14.7%
16.0
4.0
2.0
0.0
6.0
2.0
Max
3.0
Max
38
37.7
0.25
0.93
64.1
63.7
127.8
F
127.8
F
NBR
SBL
4
7
16.0
0.11
0.64
80.4
2.9
83.2
F
Area Type:
Other
Cycle Length: 150
Natural Cycle: 105
Intersection LOS: E
Splits and Phases:
Walter P Moore
10/9/2014
Synchro 8 Report
1660 West Loop TIA
Lane Group
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
Minimum Split (s)
Total Split (s)
Total Split (%)
Maximum Green (s)
Yellow Time (s)
All-Red Time (s)
Total Lost Time (s)
Lead/Lag
Lead-Lag Optimize?
Recall Mode
Walk Time (s)
Flash Dont Walk (s)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay
Queue Delay
Total Delay
LOS
Approach Delay
Approach LOS
SBT
SBR
PM Peak
ø5
ø8
ø15
4.0
9.0
26.0
17%
21.0
3.5
1.5
8.0
14.0
14.0
9%
8.0
4.0
2.0
4.0
9.0
9.0
6%
4.0
3.5
1.5
Lag
Yes
3.0
None
3.0
Max
3.0
None
4
8.0
14.0
22.0
14.7%
16.0
4.0
2.0
0.0
6.0
3.0
Max
16.0
0.11
0.78
22.6
0.0
22.6
C
38.3
D
Walter P Moore
10/9/2014
Synchro 8 Report

2014-11-24 1600 West Loop TIA Final

Transcription

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