Traffic Impact Analysis
Extracted text (via pymupdf)
222376 characters
1130 N Alma School Road, Suite 120
Mesa, AZ 85201
o: 480.503.2250
Traffic Impact Analysis
Northeast Corner of 75th Avenue
& Bethany Home Road
3rd Submittal
Prepared for:
Beazer Homes
For Submittal to:
City of Glendale
October 2021
Traffic Impact Analysis
Northeast Corner of 75th Avenue
& Bethany Home Road
3rd Submittal
Prepared for:
Beazer Homes
For Submittal to:
City of Glendale
October 2021
Prepared by:
EPS Group, Inc.
1130 North Alma School Road, Suite 120
Mesa, AZ 85201
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- i -
Traffic Impact Analysis – October 2021
Table of Contents
EXECUTIVE SUMMARY ........................................................................................................................................................ 3
INTRODUCTION ..................................................................................................................................................................... 5
SCOPE OF STUDY ............................................................................................................................................................ 5
STUDY INTERSECTIONS ................................................................................................................................................. 5
EXISTING CONDITIONS ........................................................................................................................................................ 9
SURROUNDING LAND USE .............................................................................................................................................. 9
DESCRIPTION OF EXISTING TRANSPORTATION SYSTEM ......................................................................................... 9
EXISTING TRAFFIC VOLUMES ...................................................................................................................................... 10
EXISTING LEVEL-OF-SERVICE ANALYSIS ................................................................................................................... 12
TRAFFIC SIGNAL WARRANT ANALYSIS WITHOUT SITE ........................................................................................... 14
PROPOSED DEVELOPMENT .............................................................................................................................................. 15
SITE LOCATION, LAND USE, AND ACCESS ................................................................................................................. 15
ACCESS CONTROL AND SPACING .............................................................................................................................. 15
TRIP GENERATION ......................................................................................................................................................... 16
TRIP DISTRIBUTION AND ASSIGNMENT ...................................................................................................................... 17
FUTURE TRAFFIC ............................................................................................................................................................... 19
ANNUAL GROWTH RATE ............................................................................................................................................... 19
BACKGROUND TRAFFIC VOLUMES ............................................................................................................................. 19
TOTAL TRAFFIC VOLUMES ........................................................................................................................................... 19
FUTURE TRAFFIC ANALYSES ........................................................................................................................................... 24
FUTURE SIGNAL WARRANT ANALYSIS ....................................................................................................................... 24
FUTURE LEVEL-OF-SERVICE ........................................................................................................................................ 25
TRANSPORTATION IMPROVEMENTS ............................................................................................................................... 27
AUXILIARY LANES .......................................................................................................................................................... 27
QUEUE STORAGE ANALYSIS ........................................................................................................................................ 27
ROADWAY SEGMENTS .................................................................................................................................................. 30
STUDY INTERSECTIONS ............................................................................................................................................... 30
SITE ACCESS .................................................................................................................................................................. 30
PEDESTRIAN AND BICYCLE FACILITIES ..................................................................................................................... 30
SIGHT DISTANCE ............................................................................................................................................................ 30
PRINCIPAL FINDINGS AND RECOMMENDATIONS .......................................................................................................... 31
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- ii -
Traffic Impact Analysis – October 2021
List of Figures
Figure 1: Location Map ........................................................................................................................................................... 6
Figure 2: Aerial Map of Local Area ......................................................................................................................................... 7
Figure 3: Site Plan ................................................................................................................................................................... 8
Figure 4: Existing Lane Configuration and Traffic Control .................................................................................................... 10
Figure 5: Existing Weekday Traffic Volumes ........................................................................................................................ 11
Figure 6: Level-of-Service Criteria for Intersections.............................................................................................................. 12
Figure 7: Site Plan with Access Spacing .............................................................................................................................. 16
Figure 8: Trip Distribution ...................................................................................................................................................... 17
Figure 9: Site Full Build-out Weekday Traffic Volumes ........................................................................................................ 18
Figure 10: Background 2023 without Site Weekday Traffic Volumes ................................................................................... 20
Figure 11: Background 2028 without Site Weekday Traffic Volumes ................................................................................... 21
Figure 12: 2023 Background with Site Full Build-out Traffic Volumes .................................................................................. 22
Figure 13: 2028 Background with Site Full Build-out Traffic Volumes .................................................................................. 23
Figure 14: 2028 Lane Configurations and Traffic Control ..................................................................................................... 28
List of Tables
Table 1: Level-of-Service Criteria for Intersections ............................................................................................................... 13
Table 2: Existing Level-of-Service Summary ........................................................................................................................ 13
Table 3: Existing Intersection Approach Traffic Volumes ..................................................................................................... 15
Table 4: Trip Generation ....................................................................................................................................................... 17
Table 5: 2028 Total Intersection Approach Traffic Volumes ................................................................................................. 24
Table 6: Level-of-Service Summary – Horizon Year 2023 ................................................................................................... 25
Table 7: Level-of-Service Summary – Horizon Year 2028 ................................................................................................... 26
Table 8: Turn-lane Queue Length Calculations – 2028 with Site Full Build-out ................................................................... 29
List of Appendices
APPENDIX A: Existing Traffic Counts
APPENDIX B: Existing Level-of-Service Analysis
APPENDIX C: Existing Traffic Signal Warrant Analysis
APPENDIX D: Site Plan
APPENDIX E: Trip Generation Calculation
APPENDIX F: Future Traffic Signal Warrant Analyses
APPENDIX G: 2023 Level-of-Service Analysis
APPENDIX H: 2028 Level-of-Service Analysis
APPENDIX I: Review Comments
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 3 -
Traffic Impact Analysis – October 2021
EXECUTIVE SUMMARY
INTRODUCTION
The City of Glendale has requested a traffic impact study during the development review process to assess the
impacts of the proposed project on the surrounding transportation system. EPS Group has been retained to
prepare the traffic impact study. The City of Glendale utilizes MCDOT’s guidelines, and a category I study has
been prepared per the Maricopa County Department of Transportation (MCDOT) Traffic Study Manual (May
2017). A single-family residential development is proposed on the northeast corner of 75th Avenue and
Bethany Home Road in Glendale, Arizona. The proposed development will encompass a gross area of 17.83
acres consisting of 71 total single-family dwelling units. Access is proposed to 75th Avenue and 74th Avenue.
TRIP GENERATION
Full build-out of the proposed development is anticipated to generate 670 weekday daily trips (entering/exiting)
with 53 trips (entering/exiting) during the AM peak hour and 70 trips (entering/exiting) during PM Peak Hour.
RECOMMENDATIONS WITH PROPOSED DEVELOPMENT
The proposed lane configuration and traffic control for the study intersections is depicted in Figure 14.
74th Avenue is a local street currently constructed as a half-street, and should be improved to its
ultimate local street cross section.
Per Glendale’s 2015 Engineering Design & Construction Standards, section L-1 and L-2 (Detail G-306)
are intended for use in single family detached developments. The basic section is a 32 foot wide street
on a 50 foot right-of-way with attached 5 foot wide sidewalks.
With the site, the minor street approaches of Cavalier Drive and the site access will operate at LOS F
during the PM peak hour. With the growth of traffic on Bethany Home Road, the 74th Avenue minor
street approaches will operate at a LOS F during the PM peak hour. Traffic signal warrants are not
expected to be satisfied at the 75th Avenue/Cavalier Drive and 74th Avenue/Bethany Home Road
intersections. The residential developments have access to alternative roadways to avoid potential
delays for the left-turn movements at the unsignalized intersections during the peak hours.
The signalized intersection of 75th Avenue and Bethany Home Road will continue to operate at a LOS D
or above for all movements and approaches. Per the queue analysis, it is recommended to restripe the
westbound left-turn lane to extend its storage length into the two-way left-turn lane. This is
recommended with or without the site to accommodate the growth of background traffic volumes.
The site access on 75th Avenue will align with Cavalier Drive. Anticipated traffic volumes do not meet
the criteria to satisfy a traffic signal warrant. Left-turn lanes on 75th Avenue should be provided or
accommodated by the existing two-way left-turn lane. The analysis indicates a northbound right-turn
volume of 8 vehicles per hour (vph) in the AM peak and 25 vph during the PM peak at the site driveway
on 75th Avenue. A daily volume of 529 vpd are expected to use the driveway. These volumes do not
meet the latest MCDOT criteria for a right-turn deceleration lane at the site driveway on 75th Avenue.
The site access will be controlled by a stop sign.
The secondary site access on 74th Avenue will be controlled by a stop sign and align with Rose Lane.
No auxiliary lanes are required on 74th Street, since it’s a local street with low traffic volumes.
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 4 -
Traffic Impact Analysis – October 2021
Minimal traffic volumes are expected to be added to Claremont Street and Rose Lane with 7 peak hour
trips added to Claremont Street and 3 peak hour trips added to Rose Lane.
Sidewalks should be constructed within the residential development and on the arterials adjacent to the
site.
As a minimum, the sight distance requirements of the City of Glendale’s Detail G-448 shall be followed
to provide adequate visibility on arterial and collector streets. The construction plans shall have the
sight lines drawn on the plan sheets, along with a statement that the design meets the requirements of
Detail G-448.
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 5 -
Traffic Impact Analysis – October 2021
INTRODUCTION
The City of Glendale has requested a traffic impact study during the development review process to assess the
impacts of the proposed project on the surrounding transportation system. EPS Group has been retained to
prepare the traffic impact study.
A single-family residential development is proposed on the northeast corner of 75th Avenue and Bethany Home
Road in Glendale, Arizona. The proposed development will encompass a gross area of 17.83 acres consisting
of 71 total single-family dwelling units. Access is proposed to 75th Avenue and 74th Avenue. The estimated
opening year is 2023 for the purposes of this analysis. Figure 1 provides a location map, and Figure 2 depicts
an aerial of the local area. A site plan is included in Figure 3.
SCOPE OF STUDY
The City of Glendale utilizes MCDOT’s guidelines, and a category I study has been prepared per the Maricopa
County Department of Transportation (MCDOT) Traffic Study Manual (May 2017). The objectives of the study
are the following:
Document and evaluate existing traffic conditions.
Estimate and evaluate future non-site 2023 and 2028 traffic conditions.
Estimate new traffic generated by the proposed development and assign new trips to street system.
Evaluate operation of adjacent streets and intersections with the proposed development.
Determine the need for modified traffic control and auxiliary lanes at the study intersections.
Review driveway design, spacing, and on-site circulation.
STUDY INTERSECTIONS
The following four intersections are included in the study:
75th Avenue & Cavalier Drive/Site Access
75th Avenue & Bethany Home Road
74th Avenue & Bethany Home Road
74th Avenue & Site Access
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 6 -
Traffic Impact Analysis – October 2021
Figure 1: Location Map
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 7 -
Traffic Impact Analysis – October 2021
Figure 2: Aerial Map of Local Area
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 8 -
Traffic Impact Analysis – October 2021
Figure 3: Site Plan
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 9 -
Traffic Impact Analysis – October 2021
EXISTING CONDITIONS
SURROUNDING LAND USE
The surrounding area consists mostly of single-family subdivisions. An elementary school exists on the
southwest corner of 75th Avenue and Bethany Home Road, and a CVS Pharmacy is on the southeast corner of
the intersection. Independence High School is located ½ mile north of the proposed site on the northwest
corner of 75th Avenue and Maryland Avenue.
DESCRIPTION OF EXISTING TRANSPORTATION SYSTEM
The existing roadway geometry and intersection control is depicted in Figure 4. The proposed development
will have access to 75th Avenue and 74th Avenue.
ROADWAYS
75th Avenue begins at Broadway Road south of I-10 and travels 19 miles before terminating at Deer Valley
Road north of the Loop 101. 75th Avenue has an interchange with I-10 approximately 4 miles south of the site.
Per Glendale’s General Plan (2040), 75th Avenue is classified as an arterial. Adjacent to the site, 75th Avenue is
a four-lane roadway divided by a two-way left-turn lane. The west side is improved with curb and sidewalk. The
posted speed limit on 75th Avenue is 40 mph. Per the 24-hour traffic counts collected on April 8, 2021 for this
study, the daily traffic volume on 75th Avenue is 19,094 vehicles per day (vpd), north of Bethany Home Road.
Bethany Home Road begins at 83rd Avenue one mile west of the site and travels 10 miles east before
terminating at SR 51. 75th Avenue has an interchange with I-17 approximately 6 miles east of the site. Per
Glendale’s General Plan (2040), Bethany Home Road is classified as an arterial. Adjacent to the site, Bethany
Home Road is a four-lane roadway divided by a two-way left-turn lane. Curb and sidewalk is provided on both
sides of the roadway with the exception of the undeveloped parcels including the proposed site. The posted
speed limit on Bethany Home Road is 40 mph. Per the 24-hour traffic counts collected on April 8, 2021 for this
study, the daily traffic volume on Bethany Home Road is 22,028 vehicles per day (vpd), east of 75th Avenue.
74th Avenue is a two-lane local street serving single family homes. It is currently only constructed as a half-
street with 13 feet of pavement.
STUDY INTERSECTIONS
The intersection of 75th Avenue and Cavalier Drive is controlled by a stop sign with Cavalier Drive stopping
for 75th Avenue. The proposed site access will align with Cavalier Drive.
The intersection of 75th Avenue and Bethany Home Road is controlled by a traffic signal with
protected/permissive left-turn phasing on each approach.
The intersection of 74th Avenue and Bethany Home Road is controlled by a stop sign with 74th Avenue
stopping for Bethany Home Road. 74th Avenue currently has pavement for a half-street.
PEDESTRIAN AND BICYCLE FACILITIES
75th Avenue and Bethany Home Road do not have dedicated bike lanes. There is no sidewalk adjacent to the
proposed site. There is sidewalk on the west side of 75th Avenue adjacent to the existing subdivision. There is
no sidewalk on the west side of 75th Avenue, south of Bethany Home Road, adjacent to the undeveloped
parcels. Sidewalk is provided on the south side of Bethany Home Road. East of the site, sidewalk is provided
on the north side in front of the homes served by the local access road.
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 10 -
Traffic Impact Analysis – October 2021
TRANSIT FACILITIES
There are bus stops serviced by Valley Metro at the 75th Avenue and Bethany Home Road intersection for
Route 60, which travels on Bethany Home Road.
Figure 4: Existing Lane Configuration and Traffic Control
EXISTING TRAFFIC VOLUMES
Approach and departure traffic volumes were collected on Thursday April 8, 2021 for 24 hours in 15-minute
intervals on the following road segments:
75th Avenue, north of Cavalier Drive
75th Avenue, south of Cavalier Drive
Cavalier Drive, west of 75th Avenue
Bethany Home Road, west of 74th Avenue
Bethany Home Road, east of 74th Avenue
74th Avenue, north of Bethany Home Road
74th Avenue, south of Bethany Home Road
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 11 -
Traffic Impact Analysis – October 2021
Four-hour turning movement traffic counts were also obtained on Thursday April 8, 2021 from 7:00 AM to 9:00
AM, and from 4:00 PM to 6:00 PM at the following existing intersections:
75th Avenue & Cavalier Drive
75th Avenue & Bethany Home Road
74th Avenue & Bethany Home Road
Figure 5 depicts the existing weekday traffic volumes. The existing traffic volumes are provided in Appendix A
to this report. Also included in Appendix A are tables providing the hourly counts by time of day, and graphs
plotting the hourly traffic counts.
Figure 5: Existing Weekday Traffic Volumes
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 12 -
Traffic Impact Analysis – October 2021
EXISTING LEVEL-OF-SERVICE ANALYSIS
The ability of a transportation system to transmit the transportation demand is characterized as its level-of-
service (LOS). Level-of-service is a rating system from “A”, representing the best operation with the least
delay, to “F”, representing the worst operation with the greatest delay. Typically, level-of-service “D” or “E” is
considered the minimum acceptable operation. The appropriate reference for level-of-service operation is the
Highway Capacity Manual, 6th Edition published by the Transportation Research Board in 2016.
This manual considers the average delay per vehicle as the measure to determine the level-of-service for both
signalized and unsignalized intersections. For signalized intersections and for multi-way stop intersections, the
delay and level-of-service are calculated for the intersection, each approach, and each turning movement. For
unsignalized intersections the level-of-service is defined for each minor movement for two-way stop controls,
and is not defined for the major street approaches or for the entire intersection. Figure 6 provides a diagram
and Table 1 lists the level-of-service criteria for both signalized and unsignalized intersections as stated in the
Highway Capacity Manual.
Figure 6: Level-of-Service Criteria for Intersections
LEVEL-OF-SERVICE
A
A
B
B
C
C
D
D
E
E
F
F
0
10
20
30
40
50
60
70
80
90
100
110
120
UNSIGNALIZED INTERSECTIONS
SIGNALIZED INTERSECTIONS
MEAN DELAY (seconds per vehicle)
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 13 -
Traffic Impact Analysis – October 2021
Table 1: Level-of-Service Criteria for Intersections
Synchro software was utilized to calculate the average delay and level-of-service for the study intersections
during the peak hours. The input and output for these analyses are provided as Appendix B to this report.
Table 2 provides a summary of the level-of-service and delay in seconds for the existing traffic conditions.
Table 2: Existing Level-of-Service Summary
Level-of-Service
Unsignalized
Signalized
A
≤ 10
≤ 10
B
> 10 to 15
> 10 to 20
C
> 15 to 25
> 20 to 35
D
> 25 to 35
> 35 to 55
E
> 35 to 50
> 55 to 80
F
> 50
> 80
Average Delay
(seconds per vehicle)
Average Delay
(sec/veh)
LOS
Average Delay
(sec/veh)
LOS
1
EB Approach
16.5
C
27.5
D
NB Left
8.9
A
10.1
B
2
EB Left
35.3
D
39.0
D
EB Thru
47.7
D
49.4
D
EB Right
40.2
D
42.1
D
EB Approach
45.4
D
47.6
D
WB Left
36.9
D
38.0
D
WB Thru
42.3
D
51.0
D
WB Right
42.5
D
51.0
D
WB Approach
41.4
D
48.4
D
NB Left
15.2
B
17.7
B
NB Thru
20.2
C
22.2
C
NB Right
19.4
B
21.5
C
NB Approach
19.3
B
21.3
C
SB Left
15.6
B
17.1
B
SB Thru
19.4
B
23.6
C
SB Right
17.5
B
19.5
B
SB Approach
18.4
B
22.2
C
INTERSECTION
31.6
C
34.6
C
3
EB Left
8.9
A
11.0
B
WB Left
9.8
A
9.6
A
NB Approach
23.0
C
31.1
D
SB Approach
11.3
B
33.7
D
75th Avenue & Cavalier
Drive
Stop Control
(EB)
Intersection
Existing Conditions
AM Peak Hour
PM Peak Hour
Movement/
Approach
Traffic
Control
Traffic
Signal
74th Avenue & Bethany
Home Road
Stop Control
(NB)
75th Avenue & Bethany
Home Road
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 14 -
Traffic Impact Analysis – October 2021
TRAFFIC SIGNAL WARRANT ANALYSIS WITHOUT SITE
Methodology
The Manual on Uniform Traffic Control Devices (MUTCD), Federal Highway Administration (FHWA), 2009,
describes nine warrants that are used to determine if a traffic signal should be considered for installation at an
intersection. A traffic signal is warranted if one or more of the warrants are satisfied. Warrants #1 (Eight Hour
Volume) and #2 (Four Hour Vehicular Volume) were used to evaluate the need to signalize the intersection.
Based on existing conditions, availability of information, and applicability, the remaining warrants (#3, #4, #5,
#6, #7, #8 and #9) are not applicable.
Warrant #1 (Eight Hour Volume) is satisfied when for at least eight (8) hours of an average day, specific traffic
volume levels are met for both the major and minor streets (Condition A – Minimum Vehicular Volume). The
MUTCD states these volumes depending on the vehicles per hour (vph) combined for both approaches of the
major street, and for the highest volume approach on the minor street. The values vary depending on the
number of approach lanes and speed limit. Warrant #1 also applies to operating conditions where the major
street traffic levels are sufficiently high that traffic entering or crossing from a minor street suffers excessive
delay (Condition B – Interruption of Continuous Traffic). The warrant is satisfied when for each of any of the
same eight (8) hours of an average day, specific traffic volume levels are met for both the major and minor
streets.
Warrant #2 (Four Hour Volume) is met when, for any four hours of the average day on both the major and
minor streets, the hourly approach volumes are above the plotted curve contained in the MUTCD.
Results
The existing minor street traffic volumes at the 75th Avenue/Cavalier Drive and 74th Avenue/Bethany Home
Road intersection do not meet criteria to satisfy the signal warrants. Table 3 summarizes the existing
intersection hourly approach traffic volumes by time of day. The results of the analysis are included in
Appendix C.
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 15 -
Traffic Impact Analysis – October 2021
2021 EXISTING TRAFFIC VOLUMES
APPROACH TRAFFIC VOLUMES
TIME
NB
SB
EB
WB
1:00 AM
1
1
103
84
2:00 AM
5
3
58
56
3:00 AM
0
0
54
50
4:00 AM
4
3
64
61
5:00 AM
4
3
149
162
6:00 AM
9
11
336
331
7:00 AM
9
14
480
436
8:00 AM
13
18
795
546
9:00 AM
12
18
671
532
10:00 AM
6
14
431
432
11:00 AM
9
10
355
424
12:00 PM
9
17
450
506
1:00 PM
8
13
505
498
2:00 PM
5
9
519
608
3:00 PM
14
18
721
729
4:00 PM
12
18
780
805
5:00 PM
13
15
797
974
6:00 PM
18
16
789
1010
7:00 PM
10
7
681
825
8:00 PM
16
12
618
634
9:00 PM
11
9
576
503
10:00 PM
5
7
434
391
11:00 PM
4
5
295
262
12:00 AM
3
2
180
155
TOTAL
200
243
10,841
11,014
74TH AVENUE & BETHANY HOME ROAD
Date of Counts: Thursday, April 8, 2021
Table 3: Existing Intersection Approach Traffic Volumes
PROPOSED DEVELOPMENT
SITE LOCATION, LAND USE, AND ACCESS
A single-family residential development is proposed on the northeast corner of 75th Avenue and Bethany Home
Road in Glendale, Arizona. The proposed development will encompass a gross area of 17.83 acres consisting
of 71 total single-family dwelling units. Access is proposed to 75th Avenue and 74th Avenue. The site plan with
access spacing is depicted in Figure 7. A detailed site plan is included in Appendix D.
ACCESS CONTROL AND SPACING
Per Glendale’s 2015 Engineering Design & Construction Standards, Interior streets shall not intersect major
arterial or arterial streets other than at the ¼ and ½ mile points of the arterial. Section L-1 and L-2 (Detail G-
306) are intended for use in single family detached developments. The basic section is a 32 foot wide street on
a 50 foot right-of-way with attached 5 foot wide sidewalks.
2021 EXISTING TRAFFIC VOLUMES
APPROACH TRAFFIC VOLUMES
TIME
NB
SB
EB
WB
1:00 AM
80
72
0
0
2:00 AM
57
51
2
0
3:00 AM
76
61
1
0
4:00 AM
62
80
3
0
5:00 AM
169
177
3
0
6:00 AM
316
293
15
0
7:00 AM
365
342
21
0
8:00 AM
593
516
30
0
9:00 AM
619
526
32
0
10:00 AM
437
348
18
0
11:00 AM
412
385
11
0
12:00 PM
423
424
21
0
1:00 PM
463
486
18
0
2:00 PM
574
524
10
0
3:00 PM
584
643
15
0
4:00 PM
668
715
25
0
5:00 PM
711
719
16
0
6:00 PM
692
820
23
0
7:00 PM
613
626
23
0
8:00 PM
559
587
15
0
9:00 PM
431
434
20
0
10:00 PM
321
303
9
0
11:00 PM
222
210
7
0
12:00 AM
143
127
2
0
TOTAL
9,590
9,469
340
0
Date of Counts: Thursday, April 8, 2021
75TH AVENUE & CAVALIER DRIVE
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 16 -
Traffic Impact Analysis – October 2021
Access A aligns with an existing entry roadway (Cavalier Drive) serving a single-family subdivision on the west
side of 75th Avenue. Access B is on an existing local street.
Figure 7: Site Plan with Access Spacing
TRIP GENERATION
The trip generation for the project was estimated utilizing the Institute of Transportation Engineers’ (ITE) Trip
Generation Manual, 10th Edition. The manual contains data collected by various transportation professionals
for a wide range of different land uses. The data summarized in the manual include average rates and
equations that have been established correlating the relationship between an independent variable that
describes the development size and generated trips for each categorized land use. The manual provides
information for daily and peak hour trips.
There is considerable data for single-family residential developments. ITE Land Use Code 210 – Single-Family
Detached Housing was utilized for this study.
Table 4 summarizes the trip generation for the proposed development, and Appendix E provides the
generated trip calculation.
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 17 -
Traffic Impact Analysis – October 2021
Table 4: Trip Generation
DESCRIPTION OF LAND USE
VEHICLE GENERATED TRIPS
Daily
AM Peak Hour
PM Peak Hour
Land Use
ITE LUC
SIZE
Total
Enter
Exit
Total
Enter
Exit
Total
Single Family Residential
210
71
DU
670
13
40
53
44
26
70
Full build-out of the proposed development is anticipated to generate 670 weekday daily trips (entering/exiting)
with 53 trips (entering/exiting) during the AM peak hour and 70 trips (entering/exiting) during PM Peak Hour.
TRIP DISTRIBUTION AND ASSIGNMENT
The generated trips for the proposed development have been distributed and assigned to the surrounding
street system to estimate future traffic from the development. The distribution was based on existing traffic
patterns, freeway access, and employment centers. The distribution percentages utilized in this analysis are
depicted in Figure 8.
Utilizing the trip generation and distribution, new trips from the proposed development were assigned to the
study intersections and are depicted in Figure 9.
Figure 8: Trip Distribution
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 18
Traffic Impact Analysis – October 2021
Figure 9: Site Full Build-out Weekday Traffic Volumes
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 19 -
Traffic Impact Analysis – October 2021
FUTURE TRAFFIC
ANNUAL GROWTH RATE
Based on historical traffic volumes, a three percent annual growth was utilized to estimate traffic volumes for
the horizon years. This growth rate also captures any reduction in traffic resulting from COVID-19 at the time of
the traffic counts. According to the traffic volume data chart provided on the Metropolitan Agency of
Governments (MAG) website, the average weekday volume was approaching normal conditions in March
2021.
BACKGROUND TRAFFIC VOLUMES
The peak hour background without site traffic volumes for the 2023 and 2028 horizon years are depicted in
Figure 10 and Figure 11 respectively. These background traffic volumes include the growth of the existing
traffic volumes.
TOTAL TRAFFIC VOLUMES
It was assumed that opening year is 2023. The following scenarios were analyzed in this study:
2023 Background with Site Full Build-out
2028 Background with Site Full Build-out
The weekday traffic volumes for the 2023 background with site scenario are depicted in Figure 12, and the
weekday traffic volumes for the 2028 background with site scenario are depicted in Figure 13 .
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 20 -
Traffic Impact Analysis – October 2021
Figure 10: Background 2023 without Site Weekday Traffic Volumes
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 21 -
Traffic Impact Analysis – October 2021
Figure 11: Background 2028 without Site Weekday Traffic Volumes
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 22 -
Traffic Impact Analysis – October 2021
Figure 12: 2023 Background with Site Full Build-out Traffic Volumes
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 23 -
Traffic Impact Analysis – October 2021
Figure 13: 2028 Background with Site Full Build-out Traffic Volumes
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 24 -
Traffic Impact Analysis – October 2021
HOUR
BEGINNING
NB
SB
EB
WB
1:00 AM
1
1
127
103
2:00 AM
5
3
71
69
3:00 AM
0
0
66
62
4:00 AM
4
3
79
75
5:00 AM
4
5
185
201
6:00 AM
9
13
415
409
7:00 AM
9
20
596
542
8:00 AM
13
22
982
676
9:00 AM
12
22
829
658
10:00 AM
6
18
534
535
11:00 AM
9
14
441
526
12:00 PM
9
21
558
626
1:00 PM
8
17
625
617
2:00 PM
5
13
642
752
3:00 PM
14
22
891
901
4:00 PM
12
24
965
996
5:00 PM
13
23
987
1204
6:00 PM
18
22
976
1248
7:00 PM
10
11
842
1019
8:00 PM
16
16
764
784
9:00 PM
11
11
710
621
10:00 PM
5
9
536
483
11:00 PM
4
5
364
324
12:00 AM
3
2
221
191
TOTAL
200
317
13,406
13,622
2028 BACKGROUND PLUS FULL BUILD-OUT
74TH AVENUE & BETHANY HOME ROAD
APPROACH TRAFFIC VOLUMES
FUTURE TRAFFIC ANALYSES
FUTURE SIGNAL WARRANT ANALYSIS
For the future scenarios with site, hourly traffic volumes from the site were estimated using the land use
percentages provided in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 10th Edition.
The hourly trips were assigned to the study intersection based on the previously discussed trip distribution.
The future traffic signal warrant analyses are included in Appendix F.
RESULTS
According to the future traffic signal warrant analysis, the minor street traffic volumes are not expected to
satisfy criteria for the traffic signal warrants. Table 5 summarizes the 2028 total hourly approach volumes by
time of day at the unsignalized intersections.
Table 5: 2028 Total Intersection Approach Traffic Volumes
HOUR
BEGINNING
NB
SB
EB
WB
1:00 AM
71
63
2
1
2:00 AM
94
75
1
1
3:00 AM
77
98
4
1
4:00 AM
209
218
4
3
5:00 AM
392
361
18
4
6:00 AM
455
423
26
8
7:00 AM
743
641
37
20
8:00 AM
773
652
39
17
9:00 AM
548
432
22
14
10:00 AM
515
477
14
11
11:00 AM
530
526
26
14
12:00 PM
579
602
22
15
1:00 PM
715
648
12
13
2:00 PM
729
795
18
15
3:00 PM
834
884
31
17
4:00 PM
890
890
20
20
5:00 PM
868
1016
28
25
6:00 PM
769
776
28
21
7:00 PM
699
726
18
15
8:00 PM
540
538
25
14
9:00 PM
402
376
11
10
10:00 PM
279
260
9
8
11:00 PM
179
157
2
3
12:00 AM
100
90
0
1
TOTAL
11,990
11,724
417
271
2028 BACKGROUND PLUS FULL BUILD-OUT
75TH AVENUE & CAVALIER DRIVE
APPROACH TRAFFIC VOLUMES
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 25 -
Traffic Impact Analysis – October 2021
FUTURE LEVEL-OF-SERVICE
The level-of-service for the future 2023 and 2028 with the proposed development traffic volumes was analyzed
for the study intersections and site accesses. Synchro software was utilized to calculate the average delay and
level-of-service. The input and output for these analyses are provided as Appendix G and Appendix H to this
report. Table 6 and Table 7 respectively provide a summary of the level-of-service and delay in seconds for
the horizon year 2023 and horizon year 2028.
Table 6: Level-of-Service Summary – Horizon Year 2023
With the site, the minor street approaches of Cavalier Drive and the site access will operate at a level-of-
service (LOS) E during the PM peak hour.
The signalized intersection of 75th Avenue and Bethany Home Road will continue to operate at a LOS D or
above for all movements and approaches.
With the growth of traffic on Bethany Home Road, the 74th Avenue minor street approaches will operate at a
LOS E during the PM peak hour with or without the site.
Delay
(Sec/Veh)
LOS
Delay
(Sec/Veh)
LOS
Delay (Sec/Veh)
LOS
Delay
(Sec/Veh)
LOS
1
EB Approach
17.5
C
30.9
D
20.4
C
41.6
E
WB Approach
-
-
32.1
D
35.4
E
NB Left
9.0
A
10.4
B
9.0
A
10.4
B
SB Left
-
-
9.7
A
9.5
A
2
EB Left
34.8
C
36.9
D
34.4
C
38.3
D
EB Thru
46.1
D
44.2
D
47.5
D
48.8
D
EB Right
38.9
D
39.0
D
39.2
D
40.9
D
EB Approach
43.9
D
42.9
D
45.0
D
46.8
D
WB Left
37.0
D
46.9
D
36.3
D
38.0
D
WB Thru
40.1
D
51.5
D
41.4
D
51.6
D
WB Right
40.3
D
51.5
D
41.7
D
51.6
D
WB Approach
39.6
D
50.6
D
40.6
D
48.9
D
NB Left
16.3
B
19.3
B
15.9
B
19.0
B
NB Thru
22.0
C
24.1
C
21.5
C
23.9
C
NB Right
21.1
C
23.2
C
20.5
C
22.9
C
NB Approach
20.9
C
23.2
C
20.4
C
22.9
C
SB Left
16.9
B
18.4
B
16.4
B
18.2
B
SB Thru
21.1
C
25.7
C
20.5
C
25.3
C
SB Right
18.9
B
21.0
C
18.4
B
20.6
C
SB Approach
20.0
B
24.2
C
19.4
B
23.8
C
INTERSECTION
31.6
C
35.3
D
31.7
C
35.4
D
3
EB Left
9.0
A
11.4
B
9.0
A
11.5
B
WB Left
10.0
A
9.8
A
10.0
A
9.9
A
NB Approach
25.3
D
35.3
E
25.7
D
36.6
E
SB Approach
11.6
B
38.8
E
14.4
B
46.2
E
4
EB Approach
-
-
8.7
A
8.7
A
WB Approach
-
-
8.3
A
8.7
A
NB Left
-
-
7.2
A
7.2
A
SB Left
-
-
7.2
A
7.2
A
2023 Background + Site Full Build-out
AM Peak Hour
PM Peak Hour
AM Peak Hour
PM Peak Hour
Intersection
Traffic
Control
Movement/
Approach
2023 Background
75th Avenue &
Cavalier
Drive/Access A
Stop
Control
(EB/WB)
75th Avenue &
Bethany Home Road
Traffic
Signal
74th Avenue &
Bethany Home Road
Stop
Control
(NB)
74th Avenue &
Access B
Stop
Control
(EB/WB)
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 26 -
Traffic Impact Analysis – October 2021
Table 7: Level-of-Service Summary – Horizon Year 2028
With the site, the minor street approaches of Cavalier Drive and the site access will operate at LOS F during
the PM peak hour.
The signalized intersection of 75th Avenue and Bethany Home Road will continue to operate at a LOS D or
above for all movements and approaches.
With the growth of traffic on Bethany Home Road, the 74th Avenue minor street approaches will operate at a
LOS F during the PM peak hour.
Traffic signal warrants are not expected to be satisfied at the 75th Avenue/Cavalier Drive and 74th
Avenue/Bethany Home Road intersections. The residential developments have access to alternative roadways
to avoid potential delays for the left-turn movement at the unsignalized intersections during the peak hours.
Delay
(Sec/Veh)
LOS
Delay
(Sec/Veh)
LOS
Delay (Sec/Veh)
LOS
Delay
(Sec/Veh)
LOS
1
EB Approach
20.9
C
42.8
E
25.7
D
65.1
F
WB Approach
-
-
45.4
E
50.8
F
NB Left
9.4
A
11.2
B
9.4
A
11.2
B
SB Left
-
-
10.3
B
10.0
A
2
EB Left
31.8
C
36.2
D
32.2
C
37.2
D
EB Thru
45.8
D
44.7
D
47.5
D
49.0
D
EB Right
36.5
D
37.6
D
36.9
D
38.9
D
EB Approach
43.1
D
43.0
D
44.4
D
46.6
D
WB Left
37.6
D
51.1
D
35.7
D
41.7
D
WB Thru
39.2
D
54.6
D
39.7
D
54.9
D
WB Right
39.4
D
54.6
D
39.9
D
54.9
D
WB Approach
39.0
D
53.9
D
39.1
D
52.2
D
NB Left
19.6
B
24.8
C
19.0
B
24.3
C
NB Thru
27.2
C
29.8
C
26.4
C
29.6
C
NB Right
25.8
C
28.5
C
25.0
C
28.2
C
NB Approach
25.7
C
28.7
C
24.9
C
28.5
C
SB Left
20.6
C
22.8
C
20.0
B
22.5
C
SB Thru
25.7
C
32.5
C
24.9
C
32.0
C
SB Right
22.6
C
25.0
C
21.9
C
24.7
C
SB Approach
24.3
C
30.3
C
23.6
C
29.9
C
INTERSECTION
33.4
C
39.3
D
33.4
C
39.3
D
3
EB Left
9.4
A
11.4
B
9.5
A
12.7
B
WB Left
10.7
B
9.8
A
10.7
B
10.5
B
NB Approach
33.8
D
35.3
E
34.3
D
56.4
F
SB Approach
12.5
B
38.8
E
16.6
C
78.1
F
4
EB Approach
-
-
8.6
A
8.6
A
WB Approach
-
-
8.7
A
8.8
A
NB Left
-
-
7.2
A
7.2
A
SB Left
-
-
7.2
A
7.2
A
2028 Background + Site Full Build-out
AM Peak Hour
PM Peak Hour
AM Peak Hour
PM Peak Hour
Intersection
Traffic
Control
Movement/
Approach
2028 Background
75th Avenue &
Cavalier
Drive/Access A
Stop
Control
(EB/WB)
75th Avenue &
Bethany Home Road
Traffic
Signal
74th Avenue &
Bethany Home Road
Stop
Control
(NB)
74th Avenue &
Access B
Stop
Control
(EB/WB)
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 27 -
Traffic Impact Analysis – October 2021
TRANSPORTATION IMPROVEMENTS
The proposed lane configuration and traffic control for the study intersections is depicted in Figure 14.
AUXILIARY LANES
When warranted, turn lanes permit separation of conflicting traffic movements and removes the slower turning
traffic from the through traffic, thus improving capacity and reducing rear-end crashes. Determining the need
for turn lanes is a key element of traffic impact studies.
Left-turn Lanes
Left-turn lanes are required on 75th Avenue at Cavalier Drive/Site Access and on Bethany Home Road at 74th
Avenue. The left-turn movements may be accommodated by the existing center two-way left-turn lanes.
Right-turn Lanes
The City of Glendale utilizes the right-turn lane criteria in the Maricopa Department of Transportation (MCDOT)
Roadway Design Manual. A driveway right turn deceleration lane is required when either of the following is
met:
1. The outside lane has an expected volume of 250 vph or greater and the right turn volume is greater
than 55 vph.
2. Any three of the below criteria are met:
a. At least 5,000 vehicle per day are using or are expected to be using the adjacent street.
b. The roadway’s posted speed limit is greater than 35 mph.
c. At least 1,000 vehicles per day are using or are expected to use the driveway.
d. At least 30 vehicles are expected to make right-turns into the driveway within a one-hour period.
The analysis indicates a northbound right-turn volume of 8 vehicles per hour (vph) in the AM peak and 25 vph
during the PM peak at the site driveway on 75th Avenue. A daily volume of 529 vpd are expected to use the
driveway. These volumes do not meet the latest MCDOT criteria for a right-turn deceleration lane at the site
driveway on 75th Avenue.
QUEUE STORAGE ANALYSIS
The necessary storage lengths for the existing turn lanes were also evaluated. Per AASHTO guidelines, the
following methodology is provided: To calculate storage length for the turn lanes, the methodology in section
9.7 Auxiliary Lanes of the AASHTO Green Book was utilized. It recommends that turn lanes at an unsignalized
intersection accommodate the number of vehicles likely to arrive in a 2-minute period. For signalized
intersections, the AASHTO Green Book recommends a storage length based on the number of vehicles likely
to arrive within 1.5 to 2.0 times the signal cycle length.
The 95th percentile queues from the Synchro 10 level-of-service analyses have also been reported for the
signalized intersection and were considered when determining the recommended storage lengths. For this
analysis, 25 feet was utilized to accommodate vehicle length and clearance between vehicles. The storage
lengths are rounded to the nearest 25 feet. The queue storage analysis is summarized in Table 8 for the 2028
background with site full build-out scenario.
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 28 -
Traffic Impact Analysis – October 2021
Figure 14: 2028 Lane Configurations and Traffic Control
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 29 -
Traffic Impact Analysis – October 2021
Table 8: Turn-lane Queue Length Calculations – 2028 with Site Full Build-out
1
NB Left
11 /13
TWLT
25
0/0
160 or utilize existing center
two-way left-turn lane
SB Left
3 /9
TWLT
25
0/0
160 or utilize existing center
two-way left-turn lane
2
NB Left
150 /166
150
150
122/125
150 (existing)
SB Left
153 /161
150
150
125/123
150 (existing)
EB Left
94 /56
170
100
76/54
170 (existing)
WB Left
140 /237
160
200
54/235
250 (restripe existing two-
way left-turn lane)
NB Right
189 /216
250
200
57/57
250 (existing)
SB Right
64 /94
152
100
0/13
152 (existing)
EB Right
146 /124
170
125
54/41
170 (existing)
3
EB Left
10 /24
TWLT
25
25/25
160 or utilize existing center
two-way left-turn lane
WB Left
2 /8
TWLT
25
0/0
160 or utilize existing center
two-way left-turn lane
AM/PM
Volume
(vph)
Movement
Traffic
Control
Intersection
Minor Street
Stop Control
2028 Background Plus Project
75th Avenue & Bethany Home
Road
74th Avenue & Bethany Home
Road
Minor Street
Stop Control
Queue Storage (feet)
Existing
AASHTO
Recommended Minimum
AM/PM
Synchro 95th %
75th Avenue & Cavalier
Drive/Access A
Traffic Signal
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 30 -
Traffic Impact Analysis – October 2021
ROADWAY SEGMENTS
The City of Glendale classifies arterials as “major arterials” or “arterials”. Major arterials are intended to carry
traffic volumes in excess of 40,000 vehicles per day. Arterials are intended to carry traffic volumes between
20,000 and 40,000 vehicles per day.
Per the Circulation Element of Glendale’s General Plan (2040), 75th Avenue and Bethany Home Road are both
classified as arterials. The 2028 total daily traffic volume is projected to be 20,634 vpd on 75th Avenue and
23,521 vpd on Bethany Home Road. These daily traffic volumes are appropriate for four-lane roadways and
consistent with Glendale’s street classification.
74th Avenue is a local street currently constructed as a half-street. 74th Avenue should be improved to its
ultimate local street cross section.
Per Glendale’s 2015 Engineering Design & Construction Standards, section L-1 and L-2 (Detail G-306) are
intended for use in single family detached developments. The basic section is a 32 foot wide street on a 50 foot
right-of-way with attached 5 foot wide sidewalks.
STUDY INTERSECTIONS
Traffic signal warrants are not expected to be satisfied at the 75th Avenue/Cavalier Drive and 74th
Avenue/Bethany Home Road intersections. The residential developments that these intersections serve have
access to alternative roadways to avoid potential delays for the left-turn movements at the unsignalized
intersections during the peak hours.
The signalized intersection of 75th Avenue and Bethany Home Road will continue to operate at a LOS D or
above for all movements and approaches. Per the queue analysis, it is recommended to restripe the
westbound left-turn lane to extend its storage length into the two-way left-turn lane. This is recommended with
or without the site to accommodate the growth of background traffic volumes.
SITE ACCESS
The site access on 75th Avenue will align with Cavalier Drive. Anticipated traffic volumes do not meet the
criteria to satisfy a traffic signal warrant. Left-turn lanes on 75th Avenue should be provided or accommodated
by the existing two-way left-turn lane. The analysis indicates a northbound right-turn volume of 8 vehicles per
hour (vph) in the AM peak and 25 vph during the PM peak at the site driveway on 75th Avenue. A daily volume
of 529 vpd are expected to use the driveway. These volumes do not meet the latest MCDOT criteria for a right-
turn deceleration lane at the site driveway on 75th Avenue. The site access will be controlled by a stop sign.
The secondary site access on 74th Avenue will be controlled by a stop sign and aligns with Rose Lane. No
auxiliary lanes are required on 74th Street, since it’s a local street with low traffic volumes.
PEDESTRIAN AND BICYCLE FACILITIES
Sidewalks should be constructed within the residential development and on the arterials adjacent to the site.
SIGHT DISTANCE
As a minimum, the sight distance requirements of the City of Glendale’s Detail G-448 shall be followed to
provide adequate visibility on arterial and collector streets. The construction plans shall have the sight lines
drawn on the plan sheets, along with a statement that the design meets the requirements of Detail G-448.
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 31 -
Traffic Impact Analysis – October 2021
PRINCIPAL FINDINGS AND RECOMMENDATIONS
EXISTING CONDITIONS
The study intersections currently operate at acceptable levels of service. 74th Avenue is a local street currently
constructed as a half-street.
TRIP GENERATION
Full build-out of the proposed development is anticipated to generate 670 weekday daily trips (entering/exiting)
with 53 trips (entering/exiting) during the AM peak hour and 70 trips (entering/exiting) during PM Peak Hour.
RECOMMENDATIONS WITH PROPOSED DEVELOPMENT
The proposed lane configuration and traffic control for the study intersections is depicted in Figure 14.
74th Avenue is a local street currently constructed as a half-street, and should be improved to its
ultimate local street cross section.
Per Glendale’s 2015 Engineering Design & Construction Standards, section L-1 and L-2 (Detail G-306)
are intended for use in single family detached developments. The basic section is a 32 foot wide street
on a 50 foot right-of-way with attached 5 foot wide sidewalks.
With the site, the minor street approaches of Cavalier Drive and the site access will operate at LOS F
during the PM peak hour. With the growth of traffic on Bethany Home Road, the 74th Avenue minor
street approaches will operate at a LOS F during the PM peak hour. Traffic signal warrants are not
expected to be satisfied at the 75th Avenue/Cavalier Drive and 74th Avenue/Bethany Home Road
intersections. The residential developments have access to alternative roadways to avoid potential
delays for the left-turn movements at the unsignalized intersections during the peak hours.
The signalized intersection of 75th Avenue and Bethany Home Road will continue to operate at a LOS D
or above for all movements and approaches. Per the queue analysis, it is recommended to restripe the
westbound left-turn lane to extend its storage length into the two-way left-turn lane. This is
recommended with or without the site to accommodate the growth of background traffic volumes.
The site access on 75th Avenue will align with Cavalier Drive. Anticipated traffic volumes do not meet
the criteria to satisfy a traffic signal warrant. Left-turn lanes on 75th Avenue should be provided or
accommodated by the existing two-way left-turn lane. The analysis indicates a northbound right-turn
volume of 8 vehicles per hour (vph) in the AM peak and 25 vph during the PM peak at the site driveway
on 75th Avenue. A daily volume of 529 vpd are expected to use the driveway. These volumes do not
meet the latest MCDOT criteria for a right-turn deceleration lane at the site driveway on 75th Avenue.
The site access will be controlled by a stop sign.
The secondary site access on 74th Avenue will be controlled by a stop sign and align with Rose Lane.
No auxiliary lanes are required on 74th Street, since it’s a local street with low traffic volumes.
Minimal traffic volumes are expected to be added to Claremont Street and Rose Lane with 7 peak hour
trips added to Claremont Street and 3 peak hour trips added to Rose Lane.
Sidewalks should be constructed within the residential development and on the arterials adjacent to the
site.
SEC 75th Avenue & Bethany Home Road – Glendale, AZ
- 32 -
Traffic Impact Analysis – October 2021
As a minimum, the sight distance requirements of the City of Glendale’s Detail G-448 shall be followed
to provide adequate visibility on arterial and collector streets. The construction plans shall have the
sight lines drawn on the plan sheets, along with a statement that the design meets the requirements of
Detail G-448.
APPENDICES
APPENDIX A: Existing Traffic Counts
Intersection Turning Movement
Prepared by:
N
123
1029
250
AM
MD
PM
TOTAL
TOTAL
AM
MD
PM
117
116
103
219
1097
382
669
1051
112
192
304
MD
AM
700AM
-
NOON
-
PM
400PM
-
AM PEAK HOUR
NOON PEAK HOUR
PM PEAK HOUR
445 PM
715 AM
900AM
600PM
TMC SUMMARY OF 75th Ave & Bethany Home Rd
Bethany Home Rd
APPROACH LANES
119
APPROACH LANES
APPROACH LANES
75
593
AM
121
TOTAL
PM
AM
122
257
1020
327
504
MD
388
49
42
75th Ave
101
APPROACH LANES
491
TOTAL
LOCATION #:
174
MD
135
529
CONTROL
Signal
Project #:
21-1193-001
220
75th Ave
Bethany Home Rd
PM
129
74
641
Day
75th Ave & Bethany Home Rd
21-1193-001
(Intersection Name)
TURNING MOVEMENT COUNT
THURSDAY
153
04/08/21
Date
COUNT PERIODS
Intersection Turning Movement
Prepared by:
N-S STREET:
DATE:
LOCATION:
E-W STREET:
DAY:
PROJECT#
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
LANES:
1
2
1
1
2
1
1
2
1
1
2
0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
22
75
39
16
98
9
11
94
11
26
74
11
486
7:15 AM
38
95
35
28
82
8
23
171
34
26
120
20
680
7:30 AM
33
124
43
21
116
23
28
169
36
31
93
19
736
7:45 AM
29
140
39
32
85
8
14
139
33
25
88
32
664
8:00 AM
22
132
36
40
105
10
10
114
16
30
81
45
641
8:15 AM
14
112
30
47
90
17
21
101
17
27
71
64
611
8:30 AM
15
96
32
24
93
11
13
82
9
25
68
16
484
8:45 AM
7
68
31
19
68
8
8
67
9
25
66
16
392
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
TOTAL
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
Volumes
180
842
285
227
737
94
128
937
165
215
661
223
4694
Approach %
13.77
64.42
21.81
21.46
69.66
8.88
10.41
76.18
13.41
19.56
60.15
20.29
App/Depart
1307
/
1193
1058
/
1117
1230
/
1449
1099
/
935
715 AM
PEAK
Volumes
122
491
153
121
388
49
75
593
119
112
382
116
2721
Approach %
15.93
64.10
19.97
21.68
69.53
8.78
9.53
75.35
15.12
18.36
62.62
19.02
PEAK HR.
FACTOR:
0.924
33.523460, -112.220523
04/08/21
Glendale
75th Ave
Bethany Home Rd
21-1193-001
THURSDAY
0.872
AM Peak Hr Begins at:
0.919
WESTBOUND
NORTHBOUND
SOUTHBOUND
EASTBOUND
0.844
0.921
Signal
COMMENT 1:
GPS:
CONTROL:
veracity
group
traffic
Intersection Turning Movement
N-S STREET:
DATE:
LOCATION:
E-W STREET:
DAY:
PROJECT#
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
LANES:
1
2
1
1
2
1
1
2
1
1
2
0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
27
109
54
29
117
17
13
136
23
43
179
35
782
4:15 PM
19
155
43
37
125
19
15
119
25
53
132
29
771
4:30 PM
33
138
45
22
108
17
9
138
32
55
165
34
796
4:45 PM
35
131
43
18
158
17
5
103
21
45
160
27
763
5:00 PM
32
130
46
25
151
12
9
145
26
47
185
27
835
5:15 PM
38
137
45
49
181
26
6
129
28
49
149
36
873
5:30 PM
30
131
40
37
151
19
22
127
26
51
175
13
822
5:45 PM
23
121
38
25
121
21
9
109
19
39
148
39
712
6:00 PM
6:15 PM
6:30 PM
6:45 PM
TOTAL
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
Volumes
237
1052
354
242
1112
148
88
1006
200
382
1293
240
6354
Approach %
14.42
64.03
21.55
16.11
74.03
9.85
6.80
77.74
15.46
19.95
67.52
12.53
App/Depart
1643
/
1380
1502
/
1694
1294
/
1602
1915
/
1678
445 PM
PEAK
Volumes
135
529
174
129
641
74
42
504
101
192
669
103
3293
Approach %
16.11
63.13
20.76
15.28
75.95
8.77
6.49
77.90
15.61
19.92
69.40
10.68
PEAK HR.
FACTOR:
0.943
Glendale
PM Peak Hr Begins at:
0.931
WESTBOUND
NORTHBOUND
SOUTHBOUND
EASTBOUND
0.952
75th Ave
04/08/21
0
Bethany Home Rd
THURSDAY
21-1193-001
GPS:
33.523460, -112.220523
0.824
0.899
CONTROL:
Signal
COMMENT 1:
0
veracity
group
traffic
N-S STREET: 75th Ave
Date: 04/08/21
City: Glendale
E-W STREET: Bethany Home Rd
Day: THURSDAY
Project #: 21-1193-001
N-LEG
S-LEG
E-LEG
W-LEG
N-LEG
S-LEG
E-LEG
W-LEG
7:00 AM
0
0
0
1
7:00 AM
0
0
0
0
7:15 AM
0
0
0
0
7:15 AM
0
0
0
1
7:30 AM
2
4
0
3
7:30 AM
0
0
0
0
7:45 AM
1
0
1
1
7:45 AM
0
0
0
1
8:00 AM
0
7
0
5
8:00 AM
0
0
0
0
8:15 AM
3
0
0
0
8:15 AM
0
0
0
0
8:30 AM
0
0
1
0
8:30 AM
0
0
0
0
8:45 AM
0
0
0
0
8:45 AM
0
0
0
0
TOTAL
6
11
2
10
TOTAL
0
0
0
2
N-LEG
S-LEG
E-LEG
W-LEG
N-LEG
S-LEG
E-LEG
W-LEG
4:00 PM
1
0
0
0
4:00 PM
0
0
0
0
4:15 PM
0
1
0
2
4:15 PM
0
0
0
0
4:30 PM
1
0
0
1
4:30 PM
1
0
0
0
4:45 PM
0
0
0
0
4:45 PM
0
0
0
0
5:00 PM
0
0
0
0
5:00 PM
0
0
0
0
5:15 PM
0
0
0
0
5:15 PM
0
0
1
1
5:30 PM
0
0
0
0
5:30 PM
0
0
1
0
5:45 PM
0
0
1
0
5:45 PM
0
1
0
0
TOTAL
2
1
1
3
TOTAL
1
1
2
1
South Leg
PEDESTRIANS
BICYCLES
West Leg
East Leg
North Leg
Pedestrian & Bicycle Study
PEDESTRIANS
BICYCLES
veracity
group
traffic
Intersection Turning Movement
Prepared by:
N
21
1438
0
AM
MD
PM
TOTAL
TOTAL
AM
MD
PM
30
0
0
0
0
0
0
0
0
0
0
MD
AM
700AM
-
NOON
-
PM
400PM
-
AM PEAK HOUR
NOON PEAK HOUR
PM PEAK HOUR
445 PM
730 AM
900AM
600PM
TMC SUMMARY OF 75th Ave & Cavalier Dr
Cavalier Dr
APPROACH LANES
16
APPROACH LANES
APPROACH LANES
13
0
AM
0
TOTAL
PM
AM
11
24
1413
0
0
MD
583
4
17
75th Ave
8
APPROACH LANES
742
TOTAL
LOCATION #:
0
MD
13
671
CONTROL
1-Way Stop
EB
Project #:
21-1193-002
24
75th Ave
Cavalier Dr
PM
0
17
855
Day
75th Ave & Cavalier Dr
21-1193-002
(Intersection Name)
TURNING MOVEMENT COUNT
THURSDAY
0
04/08/21
Date
COUNT PERIODS
Intersection Turning Movement
Prepared by:
N-S STREET:
DATE:
LOCATION:
E-W STREET:
DAY:
PROJECT#
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
LANES:
0
2
0
0
2
0
0
1
0
0
0
0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
2
97
0
0
112
0
2
0
8
0
0
0
221
7:15 AM
0
137
0
0
120
0
3
0
3
0
0
0
263
7:30 AM
1
172
0
0
152
1
6
0
5
0
0
0
337
7:45 AM
4
180
0
0
131
0
0
0
3
0
0
0
318
8:00 AM
1
196
0
0
135
2
2
0
6
0
0
0
342
8:15 AM
5
194
0
0
165
1
5
0
2
0
0
0
372
8:30 AM
2
128
0
0
122
2
2
0
5
0
0
0
261
8:45 AM
2
91
0
0
96
3
4
0
6
0
0
0
202
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
TOTAL
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
Volumes
17
1195
0
0
1033
9
24
0
38
0
0
0
2316
Approach %
1.40
98.60
0.00
0.00
99.14
0.86
38.71
0.00
61.29 #### #### ####
App/Depart
1212
/
1219
1042
/
1071
62
/
0
0
/
26
730 AM
PEAK
Volumes
11
742
0
0
583
4
13
0
16
0
0
0
1369
Approach %
1.46
98.54
0.00
0.00
99.32
0.68
44.83
0.00
55.17 #### #### ####
PEAK HR.
FACTOR:
0.920
33.525397, -112.220524
04/08/21
Glendale
75th Ave
Cavalier Dr
21-1193-002
THURSDAY
0.884
AM Peak Hr Begins at:
0.000
WESTBOUND
NORTHBOUND
SOUTHBOUND
EASTBOUND
0.659
0.946
1-Way Stop (EB)
COMMENT 1:
GPS:
CONTROL:
veracity
group
traffic
Intersection Turning Movement
N-S STREET:
DATE:
LOCATION:
E-W STREET:
DAY:
PROJECT#
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
LANES:
0
2
0
0
2
0
0
1
0
0
0
0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
6
154
0
0
173
6
3
0
1
0
0
0
343
4:15 PM
2
202
0
0
173
5
3
0
1
0
0
0
386
4:30 PM
3
177
0
0
148
3
0
0
1
0
0
0
332
4:45 PM
2
165
0
0
204
7
5
0
2
0
0
0
385
5:00 PM
5
162
0
0
199
4
3
0
1
0
0
0
374
5:15 PM
3
178
0
0
231
4
4
0
2
0
0
0
422
5:30 PM
3
166
0
0
221
2
5
0
3
0
0
0
400
5:45 PM
4
171
0
0
151
8
1
0
4
0
0
0
339
6:00 PM
6:15 PM
6:30 PM
6:45 PM
TOTAL
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
Volumes
28
1375
0
0
1500
39
24
0
15
0
0
0
2981
Approach %
2.00
98.00
0.00
0.00
97.47
2.53
61.54
0.00
38.46 #### #### ####
App/Depart
1403
/
1399
1539
/
1515
39
/
0
0
/
67
445 PM
PEAK
Volumes
13
671
0
0
855
17
17
0
8
0
0
0
1581
Approach %
1.90
98.10
0.00
0.00
98.05
1.95
68.00
0.00
32.00 #### #### ####
PEAK HR.
FACTOR:
0.937
Glendale
PM Peak Hr Begins at:
0.000
WESTBOUND
NORTHBOUND
SOUTHBOUND
EASTBOUND
0.945
75th Ave
04/08/21
0
Cavalier Dr
THURSDAY
21-1193-002
GPS:
33.525397, -112.220524
0.928
0.781
CONTROL:
1-Way Stop (EB)
COMMENT 1:
0
veracity
group
traffic
N-S STREET: 75th Ave
Date: 04/08/21
City: Glendale
E-W STREET: Cavalier Dr
Day: THURSDAY
Project #: 21-1193-002
N-LEG
S-LEG
E-LEG
W-LEG
N-LEG
S-LEG
E-LEG
W-LEG
7:00 AM
0
0
0
0
7:00 AM
0
0
0
0
7:15 AM
1
0
0
0
7:15 AM
0
0
0
0
7:30 AM
0
0
0
0
7:30 AM
0
0
0
0
7:45 AM
0
0
0
3
7:45 AM
0
0
0
0
8:00 AM
0
0
0
5
8:00 AM
0
0
0
0
8:15 AM
0
0
0
4
8:15 AM
0
0
0
0
8:30 AM
0
0
0
1
8:30 AM
0
0
0
0
8:45 AM
0
0
0
0
8:45 AM
0
0
0
0
TOTAL
1
0
0
13
TOTAL
0
0
0
0
N-LEG
S-LEG
E-LEG
W-LEG
N-LEG
S-LEG
E-LEG
W-LEG
4:00 PM
0
0
0
1
4:00 PM
0
0
0
0
4:15 PM
0
0
0
1
4:15 PM
0
0
0
0
4:30 PM
0
0
0
1
4:30 PM
0
0
0
0
4:45 PM
0
0
0
0
4:45 PM
0
0
0
0
5:00 PM
0
0
0
0
5:00 PM
0
0
0
1
5:15 PM
0
0
0
0
5:15 PM
0
0
0
0
5:30 PM
0
0
0
0
5:30 PM
0
0
0
0
5:45 PM
0
0
0
0
5:45 PM
0
0
0
0
TOTAL
0
0
0
3
TOTAL
0
0
0
1
South Leg
PEDESTRIANS
BICYCLES
West Leg
East Leg
North Leg
Pedestrian & Bicycle Study
PEDESTRIANS
BICYCLES
veracity
group
traffic
Intersection Turning Movement
Prepared by:
N
36
0
8
AM
MD
PM
TOTAL
TOTAL
AM
MD
PM
29
0
0
0
1577
594
1023
1617
2
8
10
MD
AM
700AM
-
NOON
-
PM
400PM
-
AM PEAK HOUR
NOON PEAK HOUR
PM PEAK HOUR
430 PM
730 AM
900AM
600PM
TMC SUMMARY OF 74th Ave & Bethany Home Rd
Bethany Home Rd
APPROACH LANES
9
APPROACH LANES
APPROACH LANES
9
808
AM
1
TOTAL
PM
AM
7
12
1
16
769
MD
0
24
20
74th Ave
12
APPROACH LANES
0
TOTAL
LOCATION #:
8
MD
5
1
CONTROL
2-Way Stop
NB & SB
Project #:
21-1193-003
21
74th Ave
Bethany Home Rd
PM
7
12
0
Day
74th Ave & Bethany Home Rd
21-1193-003
(Intersection Name)
TURNING MOVEMENT COUNT
THURSDAY
8
04/08/21
Date
COUNT PERIODS
Intersection Turning Movement
Prepared by:
N-S STREET:
DATE:
LOCATION:
E-W STREET:
DAY:
PROJECT#
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
LANES:
0
2
0
0
2
0
0
1
0
0
0
0
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
1
0
1
0
0
3
0
142
0
0
126
0
273
7:15 AM
0
0
2
0
0
1
1
193
3
0
119
1
320
7:30 AM
3
0
3
0
0
8
1
228
1
2
156
0
402
7:45 AM
1
0
2
1
0
5
3
222
1
0
142
0
377
8:00 AM
1
0
0
0
0
5
3
192
2
0
144
0
347
8:15 AM
2
0
3
0
0
6
2
166
5
0
152
0
336
8:30 AM
2
0
2
0
0
2
3
162
3
0
126
0
300
8:45 AM
2
0
0
0
0
5
1
131
1
1
108
1
250
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
TOTAL
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
Volumes
12
0
13
1
0
35
14
1436
16
3
1073
2
2605
Approach %
48.00
0.00
52.00
2.78
0.00
97.22
0.95
97.95
1.09
0.28
99.54
0.19
App/Depart
25
/
16
36
/
19
1466
/
1450
1078
/
1120
730 AM
PEAK
Volumes
7
0
8
1
0
24
9
808
9
2
594
0
1462
Approach %
46.67
0.00
53.33
4.00
0.00
96.00
1.09
97.82
1.09
0.34
99.66
0.00
PEAK HR.
FACTOR:
0.909
33.523483, -112.218348
04/08/21
Glendale
74th Ave
Bethany Home Rd
21-1193-003
THURSDAY
0.781
AM Peak Hr Begins at:
0.943
WESTBOUND
NORTHBOUND
SOUTHBOUND
EASTBOUND
0.898
0.625
2-Way Stop (NB & SB)
COMMENT 1:
GPS:
CONTROL:
veracity
group
traffic
Intersection Turning Movement
N-S STREET:
DATE:
LOCATION:
E-W STREET:
DAY:
PROJECT#
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
LANES:
0
2
0
0
2
0
0
1
0
0
0
0
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
2
0
1
1
0
4
2
186
5
4
237
0
442
4:15 PM
1
1
4
0
0
2
8
189
4
2
224
0
435
4:30 PM
2
0
2
1
0
3
8
202
6
2
255
0
481
4:45 PM
0
0
0
2
0
2
6
178
3
2
248
0
441
5:00 PM
1
1
2
2
0
3
2
190
1
0
260
0
462
5:15 PM
2
0
4
2
0
4
4
199
2
4
260
0
481
5:30 PM
1
0
4
0
0
2
5
197
6
2
246
0
463
5:45 PM
3
0
0
0
0
3
2
178
3
2
235
1
427
6:00 PM
6:15 PM
6:30 PM
6:45 PM
TOTAL
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
Volumes
12
2
17
8
0
23
37
1519
30
18
1965
1
3632
Approach %
38.71
6.45
54.84
25.81
0.00
74.19
2.33
95.78
1.89
0.91
99.04
0.05
App/Depart
31
/
40
31
/
48
1586
/
1544
1984
/
2000
430 PM
PEAK
Volumes
5
1
8
7
0
12
20
769
12
8
1023
0
1865
Approach %
35.71
7.14
57.14
36.84
0.00
63.16
2.50
96.00
1.50
0.78
99.22
0.00
PEAK HR.
FACTOR:
0.969
Glendale
PM Peak Hr Begins at:
0.976
WESTBOUND
NORTHBOUND
SOUTHBOUND
EASTBOUND
0.583
74th Ave
04/08/21
0
Bethany Home Rd
THURSDAY
21-1193-003
GPS:
33.523483, -112.218348
0.792
0.927
CONTROL:
2-Way Stop (NB & SB)
COMMENT 1:
0
veracity
group
traffic
N-S STREET: 74th Ave
Date: 04/08/21
City: Glendale
E-W STREET: Bethany Home Rd
Day: THURSDAY
Project #: 21-1193-003
N-LEG
S-LEG
E-LEG
W-LEG
N-LEG
S-LEG
E-LEG
W-LEG
7:00 AM
1
0
0
0
7:00 AM
0
0
0
0
7:15 AM
0
1
0
0
7:15 AM
0
0
0
0
7:30 AM
4
0
0
0
7:30 AM
0
0
0
0
7:45 AM
1
1
0
0
7:45 AM
0
0
0
0
8:00 AM
0
1
0
0
8:00 AM
0
1
0
0
8:15 AM
2
2
0
0
8:15 AM
1
0
0
0
8:30 AM
1
1
0
0
8:30 AM
0
0
0
0
8:45 AM
0
0
0
0
8:45 AM
0
1
0
0
TOTAL
9
6
0
0
TOTAL
1
2
0
0
N-LEG
S-LEG
E-LEG
W-LEG
N-LEG
S-LEG
E-LEG
W-LEG
4:00 PM
0
0
0
0
4:00 PM
0
0
0
0
4:15 PM
1
1
1
0
4:15 PM
0
1
0
0
4:30 PM
0
0
0
0
4:30 PM
0
0
0
0
4:45 PM
0
0
0
0
4:45 PM
1
0
0
0
5:00 PM
0
0
0
0
5:00 PM
0
0
0
0
5:15 PM
0
0
0
0
5:15 PM
0
0
0
0
5:30 PM
0
1
0
0
5:30 PM
0
1
0
0
5:45 PM
0
0
0
0
5:45 PM
0
0
0
0
TOTAL
1
2
1
0
TOTAL
1
2
0
0
South Leg
PEDESTRIANS
BICYCLES
West Leg
East Leg
North Leg
Pedestrian & Bicycle Study
PEDESTRIANS
BICYCLES
veracity
group
traffic
City: Glendale
Project #:
Location: 75th Ave north of Cavalier Dr
AM Period NB
SB
EB
WB
PM Period
NB
SB
EB
WB
00:00
15
22
12:00
101
128
00:15
24
22
12:15
116
129
00:30
30
15
12:30
111
113
00:45
10
79
13
72
151
12:45
138
466
116
486
952
01:00
12
8
13:00
129
134
01:15
17
16
13:15
134
115
01:30
15
12
13:30
143
138
01:45
14
58
15
51
109
13:45
167
573
137
524
1097
02:00
15
18
14:00
128
131
02:15
21
13
14:15
136
158
02:30
23
18
14:30
139
168
02:45
17
76
12
61
137
14:45
178
581
186
643
1224
03:00
10
12
15:00
156
154
03:15
14
18
15:15
177
201
03:30
17
29
15:30
156
184
03:45
23
64
21
80
144
15:45
173
662
176
715
1377
04:00
25
28
16:00
157
179
04:15
29
48
16:15
205
178
04:30
55
60
16:30
177
151
04:45
60
169
41
177
346
16:45
170
709
211
719
1428
05:00
68
62
17:00
165
203
05:15
84
69
17:15
182
235
05:30
101
84
17:30
171
223
05:45
64
317
78
293
610
17:45
172
690
159
820
1510
06:00
95
73
18:00
147
168
06:15
82
90
18:15
186
160
06:30
97
92
18:30
115
144
06:45
98
372
87
342
714
18:45
158
606
154
626
1232
07:00
99
112
19:00
121
150
07:15
140
120
19:15
151
159
07:30
178
153
19:30
138
147
07:45
180
597
131
516
1113
19:45
136
546
131
587
1133
08:00
198
137
20:00
101
118
08:15
199
166
20:15
111
121
08:30
130
124
20:30
109
122
08:45
95
622
99
526
1148
20:45
107
428
73
434
862
09:00
108
100
21:00
74
80
09:15
120
68
21:15
88
80
09:30
91
99
21:30
75
80
09:45
123
442
81
348
790
21:45
76
313
63
303
616
10:00
96
98
22:00
66
57
10:15
114
94
22:15
54
54
10:30
98
102
22:30
46
47
10:45
107
415
91
385
800
22:45
52
218
52
210
428
11:00
118
119
23:00
40
34
11:15
97
116
23:15
45
42
11:30
108
91
23:30
34
20
11:45
105
428
98
424
852
23:45
22
141
31
127
268
Total Vol.
3639
3275
6914
5933
6194
12127
GPS Coordinates:
NB
SB
EB
WB
Combined
9572
9469
19041
Split %
52.6%
47.4%
36.3%
48.9%
51.1%
63.7%
Peak Hour
07:30
07:30
07:30
16:15
16:45
16:45
Volume
755
587
1342
717
872
1560
P.H.F.
0.95
0.88
0.92
0.87
0.93
0.94
Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745
PM
AM
Daily Totals
Thursday, April 8, 2021
Volumes for:
21-1193-004
33.525898, -112.220515
City: Glendale
Project #:
Location: 75th Ave south of Cavalier Dr
AM Period NB
SB
EB
WB
PM Period
NB
SB
EB
WB
00:00
15
22
12:00
102
125
00:15
24
22
12:15
117
131
00:30
31
15
12:30
107
113
00:45
10
80
13
72
152
12:45
137
463
119
488
951
01:00
12
9
13:00
130
132
01:15
17
16
13:15
134
117
01:30
15
12
13:30
141
134
01:45
13
57
15
52
109
13:45
169
574
138
521
1095
02:00
15
18
14:00
134
130
02:15
21
13
14:15
136
157
02:30
23
19
14:30
137
167
02:45
17
76
12
62
138
14:45
177
584
185
639
1223
03:00
10
12
15:00
154
155
03:15
14
18
15:15
178
200
03:30
16
30
15:30
156
188
03:45
22
62
21
81
143
15:45
180
668
176
719
1387
04:00
24
27
16:00
160
174
04:15
29
49
16:15
204
174
04:30
55
60
16:30
180
149
04:45
61
169
42
178
347
16:45
167
711
206
703
1414
05:00
68
64
17:00
167
200
05:15
83
70
17:15
181
233
05:30
100
88
17:30
169
224
05:45
65
316
82
304
620
17:45
175
692
155
812
1504
06:00
94
75
18:00
155
164
06:15
80
92
18:15
187
167
06:30
98
95
18:30
113
142
06:45
93
365
89
351
716
18:45
158
613
155
628
1241
07:00
99
120
19:00
125
148
07:15
137
123
19:15
155
160
07:30
173
157
19:30
137
144
07:45
184
593
134
534
1127
19:45
142
559
135
587
1146
08:00
197
141
20:00
103
116
08:15
199
167
20:15
109
121
08:30
130
127
20:30
110
123
08:45
93
619
102
537
1156
20:45
109
431
72
432
863
09:00
110
99
21:00
75
80
09:15
117
71
21:15
93
80
09:30
89
99
21:30
75
83
09:45
121
437
81
350
787
21:45
78
321
65
308
629
10:00
95
98
22:00
67
60
10:15
110
92
22:15
55
54
10:30
100
101
22:30
48
46
10:45
107
412
88
379
791
22:45
52
222
52
212
434
11:00
114
119
23:00
41
34
11:15
98
117
23:15
45
41
11:30
109
94
23:30
34
19
11:45
102
423
100
430
853
23:45
23
143
31
125
268
Total Vol.
3609
3330
6939
5981
6174
12155
GPS Coordinates:
NB
SB
EB
WB
Combined
9590
9504
19094
Split %
52.0%
48.0%
36.3%
49.2%
50.8%
63.7%
Peak Hour
07:30
07:30
07:30
15:45
16:45
16:45
Volume
753
599
1352
724
863
1547
P.H.F.
0.95
0.90
0.92
0.89
0.93
0.93
Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745
PM
AM
Daily Totals
Thursday, April 8, 2021
Volumes for:
21-1193-005
33.525095, -112.220512
City: Glendale
Project #:
Location: Cavalier Dr west of 75th Ave
AM Period NB
SB
EB
WB
PM Period
NB
SB
EB
WB
00:00
0
0
12:00
0
4
00:15
0
0
12:15
7
6
00:30
0
1
12:30
6
2
00:45
0
0
0
1
1
12:45
5
18
1
13
31
01:00
1
0
13:00
2
5
01:15
0
0
13:15
3
1
01:30
0
0
13:30
3
5
01:45
1
2
0
0
2
13:45
2
10
3
14
24
02:00
0
0
14:00
1
8
02:15
0
0
14:15
3
4
02:30
1
0
14:30
5
4
02:45
0
1
0
0
1
14:45
6
15
6
22
37
03:00
0
0
15:00
7
4
03:15
0
0
15:15
6
8
03:30
2
0
15:30
9
5
03:45
1
3
0
0
3
15:45
3
25
10
27
52
04:00
1
1
16:00
4
12
04:15
1
0
16:15
4
7
04:30
0
0
16:30
1
6
04:45
1
3
1
2
5
16:45
7
16
9
34
50
05:00
2
0
17:00
4
9
05:15
2
0
17:15
6
7
05:30
7
2
17:30
8
5
05:45
4
15
1
3
18
17:45
5
23
12
33
56
06:00
3
0
18:00
2
14
06:15
5
1
18:15
11
5
06:30
4
2
18:30
4
4
06:45
9
21
2
5
26
18:45
6
23
5
28
51
07:00
10
2
19:00
1
7
07:15
6
0
19:15
5
8
07:30
11
2
19:30
4
6
07:45
3
30
4
8
38
19:45
5
15
7
28
43
08:00
8
3
20:00
4
8
08:15
7
6
20:15
9
7
08:30
7
4
20:30
4
4
08:45
10
32
5
18
50
20:45
3
20
6
25
45
09:00
3
6
21:00
1
2
09:15
8
2
21:15
1
6
09:30
4
2
21:30
5
2
09:45
3
18
1
11
29
21:45
2
9
2
12
21
10:00
4
3
22:00
3
1
10:15
4
2
22:15
2
3
10:30
1
4
22:30
1
4
10:45
2
11
5
14
25
22:45
1
7
1
9
16
11:00
7
3
23:00
0
1
11:15
4
4
23:15
0
1
11:30
3
1
23:30
1
2
11:45
7
21
2
10
31
23:45
1
2
2
6
8
Total Vol.
157
72
229
183
251
434
GPS Coordinates:
NB
SB
EB
WB
Combined
340
323
663
Split %
68.6%
31.4% 34.5%
42.2%
57.8% 65.5%
Peak Hour
06:45
08:15
08:00
14:45
17:15
17:30
Volume
36
21
50
28
38
62
P.H.F.
0.82
0.88
0.83
0.78
0.68
0.91
Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745
PM
AM
Daily Totals
Thursday, April 8, 2021
Volumes for:
21-1193-006
33.525404, -112.220812
City: Glendale
Project #:
Location: 74th Ave north of Bethany Home Rd
AM Period NB
SB
EB
WB
PM Period
NB
SB
EB
WB
00:00
0
0
12:00
4
3
00:15
1
1
12:15
2
3
00:30
3
0
12:30
5
5
00:45
0
4
0
1
5
12:45
2
13
2
13
26
01:00
3
1
13:00
2
0
01:15
1
1
13:15
1
4
01:30
0
0
13:30
5
2
01:45
1
5
1
3
8
13:45
3
11
3
9
20
02:00
0
0
14:00
4
5
02:15
1
0
14:15
6
5
02:30
0
0
14:30
3
3
02:45
1
2
0
0
2
14:45
2
15
5
18
33
03:00
0
0
15:00
4
2
03:15
1
2
15:15
5
6
03:30
0
0
15:30
8
4
03:45
0
1
1
3
4
15:45
8
25
6
18
43
04:00
1
1
16:00
2
5
04:15
0
2
16:15
9
2
04:30
0
0
16:30
8
4
04:45
0
1
0
3
4
16:45
6
25
4
15
40
05:00
1
1
17:00
3
5
05:15
2
3
17:15
4
6
05:30
0
1
17:30
5
2
05:45
0
3
6
11
14
17:45
3
15
3
16
31
06:00
1
2
18:00
3
5
06:15
0
2
18:15
4
1
06:30
2
7
18:30
4
1
06:45
0
3
3
14
17
18:45
0
11
0
7
18
07:00
0
3
19:00
3
1
07:15
2
1
19:15
7
5
07:30
1
8
19:30
2
3
07:45
3
6
6
18
24
19:45
6
18
3
12
30
08:00
3
5
20:00
2
3
08:15
2
6
20:15
3
3
08:30
3
2
20:30
6
2
08:45
2
10
5
18
28
20:45
4
15
1
9
24
09:00
1
3
21:00
3
3
09:15
2
5
21:15
2
2
09:30
1
4
21:30
3
2
09:45
1
5
2
14
19
21:45
1
9
0
7
16
10:00
1
4
22:00
6
1
10:15
4
2
22:15
3
2
10:30
5
2
22:30
3
0
10:45
3
13
2
10
23
22:45
0
12
2
5
17
11:00
5
3
23:00
1
1
11:15
7
5
23:15
1
0
11:30
1
4
23:30
2
0
11:45
1
14
5
17
31
23:45
3
7
1
2
9
Total Vol.
67
112
179
176
131
307
GPS Coordinates:
NB
SB
EB
WB
Combined
243
243
486
Split %
37.4%
62.6%
36.8%
57.3%
42.7%
63.2%
Peak Hour
10:30
07:30
07:30
15:30
15:15
15:15
Volume
20
25
34
27
21
44
P.H.F.
0.71
0.78
0.94
0.75
0.88
0.79
Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745
PM
AM
Daily Totals
Thursday, April 8, 2021
Volumes for:
21-1193-007
33.523966, -112.218330
City: Glendale
Project #:
Location: 74th Ave south of Bethany Home Rd
AM Period NB
SB
EB
WB
PM Period
NB
SB
EB
WB
00:00
0
0
12:00
2
2
00:15
0
1
12:15
1
2
00:30
1
0
12:30
4
4
00:45
0
1
0
1
2
12:45
1
8
2
10
18
01:00
1
1
13:00
3
2
01:15
3
1
13:15
0
4
01:30
0
0
13:30
2
4
01:45
1
5
1
3
8
13:45
0
5
4
14
19
02:00
0
0
14:00
6
5
02:15
0
0
14:15
3
7
02:30
0
0
14:30
2
7
02:45
0
0
0
0
14:45
3
14
5
24
38
03:00
1
0
15:00
4
6
03:15
1
0
15:15
4
4
03:30
1
0
15:30
2
6
03:45
1
4
0
0
4
15:45
2
12
5
21
33
04:00
0
0
16:00
3
9
04:15
1
0
16:15
6
6
04:30
1
0
16:30
4
8
04:45
2
4
0
0
4
16:45
0
13
5
28
41
05:00
1
0
17:00
4
1
05:15
2
1
17:15
6
6
05:30
4
2
17:30
5
8
05:45
2
9
2
5
14
17:45
3
18
5
20
38
06:00
3
3
18:00
5
7
06:15
3
1
18:15
3
2
06:30
0
1
18:30
2
3
06:45
3
9
2
7
16
18:45
0
10
0
12
22
07:00
2
0
19:00
1
6
07:15
2
3
19:15
3
4
07:30
6
3
19:30
6
12
07:45
3
13
1
7
20
19:45
6
16
1
23
39
08:00
1
2
20:00
3
5
08:15
5
5
20:15
3
4
08:30
4
3
20:30
3
1
08:45
2
12
2
12
24
20:45
2
11
5
15
26
09:00
0
1
21:00
0
5
09:15
2
1
21:15
1
7
09:30
2
4
21:30
2
2
09:45
2
6
0
6
12
21:45
2
5
1
15
20
10:00
2
0
22:00
1
0
10:15
1
3
22:15
0
0
10:30
1
2
22:30
0
1
10:45
5
9
2
7
16
22:45
3
4
2
3
7
11:00
1
3
23:00
2
2
11:15
4
7
23:15
1
1
11:30
0
3
23:30
0
0
11:45
4
9
4
17
26
23:45
0
3
2
5
8
Total Vol.
81
65
146
119
190
309
GPS Coordinates:
NB
SB
EB
WB
Combined
200
255
455
Split %
55.5%
44.5%
32.1%
38.5%
61.5%
67.9%
Peak Hour
07:30
11:00
07:30
17:15
15:45
17:15
Volume
15
17
26
19
28
45
P.H.F.
0.63
0.61
0.65
0.79
0.78
0.87
Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745
PM
AM
Daily Totals
Thursday, April 8, 2021
Volumes for:
21-1193-008
33.523183, -112.218346
City: Glendale
Project #:
Location: Bethany Home Rd east of 74th Ave
AM Period NB
SB
EB
WB
PM Period
NB
SB
EB
WB
00:00
23
22
12:00
121
122
00:15
35
15
12:15
131
129
00:30
22
26
12:30
130
121
00:45
20
100
21
84
184
12:45
118
500
126
498
998
01:00
14
14
13:00
128
141
01:15
17
11
13:15
109
143
01:30
11
15
13:30
113
138
01:45
14
56
16
56
112
13:45
149
499
186
608
1107
02:00
16
11
14:00
139
169
02:15
15
15
14:15
198
196
02:30
13
12
14:30
182
166
02:45
9
53
12
50
103
14:45
180
699
198
729
1428
03:00
11
11
15:00
198
220
03:15
14
10
15:15
160
159
03:30
19
21
15:30
205
177
03:45
21
65
19
61
126
15:45
186
749
249
805
1554
04:00
15
25
16:00
188
241
04:15
25
39
16:15
193
226
04:30
47
41
16:30
205
257
04:45
62
149
57
162
311
16:45
180
766
250
974
1740
05:00
52
69
17:00
194
260
05:15
78
77
17:15
205
264
05:30
83
91
17:30
201
248
05:45
125
338
94
331
669
17:45
178
778
238
1010
1788
06:00
101
103
18:00
175
212
06:15
108
94
18:15
173
235
06:30
118
115
18:30
164
224
06:45
157
484
124
436
920
18:45
166
678
154
825
1503
07:00
143
126
19:00
128
158
07:15
195
120
19:15
149
149
07:30
231
158
19:30
169
181
07:45
225
794
142
546
1340
19:45
154
600
146
634
1234
08:00
192
144
20:00
134
141
08:15
169
152
20:15
163
127
08:30
164
126
20:30
131
130
08:45
131
656
110
532
1188
20:45
135
563
105
503
1066
09:00
106
119
21:00
118
134
09:15
107
106
21:15
117
89
09:30
106
81
21:30
103
81
09:45
107
426
126
432
858
21:45
84
422
87
391
813
10:00
73
88
22:00
82
63
10:15
84
118
22:15
86
56
10:30
94
102
22:30
61
83
10:45
94
345
116
424
769
22:45
60
289
60
262
551
11:00
105
100
23:00
45
40
11:15
100
119
23:15
47
32
11:30
94
135
23:30
38
38
11:45
133
432
152
506
938
23:45
42
172
45
155
327
Total Vol.
3898
3620
7518
6715
7394
14109
GPS Coordinates:
NB
SB
EB
WB
Combined
10613
11014
21627
Split %
51.8%
48.2% 34.8%
47.6%
52.4% 65.2%
Peak Hour
07:15
07:30
07:30
16:30
16:30
16:30
Volume
843
596
1413
784
1031
1815
P.H.F.
0.91
0.94
0.91
0.96
0.98
0.97
Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745
PM
AM
Daily Totals
Thursday, April 8, 2021
Volumes for:
21-1193-009
33.523512, -112.217909
City: Glendale
Project #:
Location: Bethany Home Rd west of 74th Ave
AM Period NB
SB
EB
WB
PM Period
NB
SB
EB
WB
00:00
23
22
12:00
123
123
00:15
37
16
12:15
129
127
00:30
23
25
12:30
131
122
00:45
20
103
21
84
187
12:45
122
505
129
501
1006
01:00
16
14
13:00
131
143
01:15
17
13
13:15
113
146
01:30
11
15
13:30
119
139
01:45
14
58
16
58
116
13:45
156
519
189
617
1136
02:00
16
11
14:00
141
173
02:15
15
14
14:15
207
200
02:30
13
12
14:30
192
171
02:45
10
54
12
49
103
14:45
181
721
200
744
1465
03:00
10
11
15:00
202
220
03:15
15
13
15:15
168
168
03:30
18
21
15:30
215
179
03:45
21
64
21
66
130
15:45
195
780
253
820
1600
04:00
16
26
16:00
193
243
04:15
25
42
16:15
201
227
04:30
47
42
16:30
216
260
04:45
61
149
58
168
317
16:45
187
797
250
980
1777
05:00
52
70
17:00
193
264
05:15
78
79
17:15
205
266
05:30
83
94
17:30
208
249
05:45
123
336
98
341
677
17:45
183
789
241
1020
1809
06:00
99
102
18:00
175
212
06:15
107
97
18:15
174
234
06:30
120
121
18:30
166
222
06:45
154
480
125
445
925
18:45
166
681
154
822
1503
07:00
142
130
19:00
134
157
07:15
197
120
19:15
156
153
07:30
230
167
19:30
173
180
07:45
226
795
148
565
1360
19:45
155
618
149
639
1257
08:00
197
150
20:00
136
142
08:15
173
160
20:15
165
128
08:30
168
130
20:30
135
132
08:45
133
671
115
555
1226
20:45
140
576
104
506
1082
09:00
107
121
21:00
122
133
09:15
108
111
21:15
123
89
09:30
108
84
21:30
104
81
09:45
108
431
130
446
877
21:45
85
434
88
391
825
10:00
73
93
22:00
87
64
10:15
88
118
22:15
87
56
10:30
99
103
22:30
62
80
10:45
95
355
119
433
788
22:45
59
295
62
262
557
11:00
112
103
23:00
46
41
11:15
108
122
23:15
48
32
11:30
95
136
23:30
40
38
11:45
135
450
158
519
969
23:45
46
180
45
156
336
Total Vol.
3946
3729
7675
6895
7458
14353
GPS Coordinates:
NB
SB
EB
WB
Combined
10841
11187
22028
Split %
51.4%
48.6% 34.8%
48.0%
52.0% 65.2%
Peak Hour
07:15
07:30
07:30
15:45
16:30
16:30
Volume
850
625
1451
805
1040
1841
P.H.F.
0.92
0.94
0.91
0.93
0.98
0.97
Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745
PM
AM
Daily Totals
Thursday, April 8, 2021
Volumes for:
21-1193-010
33.523490, -112.218842
NEC 75th Avenue & Bethany Home Road
75th Avenue and Cavalier Drive - THURSDAY 4/8/2021
EXISTING 4-HOUR TURNING MOVEMENT COUNTS
75th Avenue
Cavalier Drive
75th Avenue
Cavalier Drive
60
BEGIN
FROM NORTH
FROM EAST
FROM SOUTH
FROM WEST
ALL
MIN.
TIME
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL TOTAL TOTAL
7:00 AM
0
112
0
112
0
0
0
0
2
97
0
99
2
0
8
10
221
1,139
7:15 AM
0
120
0
120
0
0
0
0
0
137
0
137
3
0
3
6
263
1,260
7:30 AM
0
152
1
153
0
0
0
0
1
172
0
173
6
0
5
11
337
1,369
7:45 AM
0
131
0
131
0
0
0
0
4
180
0
184
0
0
3
3
318
1,293
8:00 AM
0
135
2
137
0
0
0
0
1
196
0
197
2
0
6
8
342
1,177
8:15 AM
0
165
1
166
0
0
0
0
5
194
0
199
5
0
2
7
372
8:30 AM
0
122
2
124
0
0
0
0
2
128
0
130
2
0
5
7
261
8:45 AM
0
96
3
99
0
0
0
0
2
91
0
93
4
0
6
10
202
MAX
AM PEAK
0
583
4
587
0
0
0
0
11
742
0
753
13
0
16
29
1,369
1,369
PHF
0.00
0.88
0.50
0.88
0.00
0.00
0.00
0.00
0.55
0.95
0.00
0.95
0.54
0.00
0.67
0.66
0.92
4:00 PM
0
173
6
179
0
0
0
0
6
154
0
160
3
0
1
4
343
1,446
4:15 PM
0
173
5
178
0
0
0
0
2
202
0
204
3
0
1
4
386
1,477
4:30 PM
0
148
3
151
0
0
0
0
3
177
0
180
0
0
1
1
332
1,513
4:45 PM
0
204
7
211
0
0
0
0
2
165
0
167
5
0
2
7
385
1,581
5:00 PM
0
199
4
203
0
0
0
0
5
162
0
167
3
0
1
4
374
1,535
5:15 PM
0
231
4
235
0
0
0
0
3
178
0
181
4
0
2
6
422
5:30 PM
0
221
2
223
0
0
0
0
3
166
0
169
5
0
3
8
400
5:45 PM
0
151
8
159
0
0
0
0
4
171
0
175
1
0
4
5
339
MAX
PM PEAK
0
855
17
872
0
0
0
0
13
671
0
684
17
0
8
25
1,581
1,581
PHF
0.00
0.93
0.61
0.93
0.00
0.00
0.00
0.00
0.65
0.94
0.00
0.94
0.85
0.00
0.67
0.78
0.94
NEC 75th Avenue & Bethany Home Road
75th Avenue and Cavalier Drive - THURSDAY 4/8/2021
75th Avenue
Cavalier Drive
75th Avenue
Cavalier Drive
60
BEGIN
FROM NORTH
FROM EAST
FROM SOUTH
FROM WEST
ALL
MIN.
TIME
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL TOTAL TOTAL
APPROACH VOLUMES
7:00 AM
0
515
1
516
0
0
0
0
7
586
0
593
11
0
19
30
1,139
8:00 AM
0
518
8
526
0
0
0
0
10
609
0
619
13
0
19
32
1,177
4:00 PM
0
698
21
719
0
0
0
0
13
698
0
711
11
0
5
16
1,446
5:00 PM
0
802
18
820
0
0
0
0
15
677
0
692
13
0
10
23
1,535
AM TOTAL
0
1,033
9
1,042
0
0
0
0
17
1,195
0
1,212
24
0
38
62
2,316
AM %
0%
99%
1%
100%
0%
0%
0%
0%
1%
99%
0%
100%
39%
0%
61%
100%
PM TOTAL
0
1,500
39
1,539
0
0
0
0
28
1,375
0
1,403
24
0
15
39
2,981
PM %
0%
97%
3%
100%
0%
0%
0%
0%
2%
98%
0%
100%
62%
0%
38%
100%
ALL TOTAL
0
2,533
48
2,581
0
0
0
0
45
2,570
0
2,615
48
0
53
101
5,297
ALL %
0%
98%
2%
100%
0%
0%
0%
0%
2%
98%
0%
100%
48%
0%
52%
100%
AM TOTAL
45%
0%
52%
3%
100%
PM TOTAL
52%
0%
47%
1%
100%
ALL TOTAL
49%
0%
49%
2%
100%
DEPARTURE VOLUMES
75th Avenue
Cavalier Drive
75th Avenue
Cavalier Drive
60
TO NORTH
TO EAST
TO SOUTH
TO WEST
ALL
MIN.
EB
NB
WB
SB
EB
NB
WB
SB
EB
NB
WB
SB
TIME
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL TOTAL TOTAL
AM TOTAL
24
1,195
0
1,219
0
0
0
0
0
1,033
38
1,071
17
0
9
26
2,316
AM %
2%
98%
0%
100%
0%
0%
0%
0%
0%
96%
4%
100%
65%
0%
35%
100%
PM TOTAL
24
1,375
0
1,399
0
0
0
0
0
1,500
15
1,515
28
0
39
67
2,981
PM %
2%
98%
0%
100%
0%
0%
0%
0%
0%
99%
1%
100%
42%
0%
58%
100%
ALL TOTAL
48
2,570
0
2,618
0
0
0
0
0
2,533
53
2,586
45
0
48
93
5,297
TOTAL %
2%
98%
0%
100%
0%
0%
0%
0%
0%
98%
2%
100%
48%
0%
52%
100%
AM TOTAL
53%
0%
46%
1%
100%
PM TOTAL
47%
0%
51%
2%
100%
ALL TOTAL
49%
0%
49%
2%
100%
0
50
100
150
200
250
300
350
400
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
15-MINUTE VOLUME (vehicles) .
BEGINNING OF 15-MINUTE PERIOD
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
ENTIRE INTERSECTION
75th Avenue and Cavalier Drive - THURSDAY 4/8/2021
15-MINUTE TRAFFIC VOLUMES - 7:00 AM to 9:00 AM
NEC 75th Avenue & Bethany Home Road
0
50
100
150
200
250
300
350
400
450
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
15-MINUTE VOLUME (vehicles) .
BEGINNING OF 15-MINUTE PERIOD
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
ENTIRE INTERSECTION
NEC 75th Avenue & Bethany Home Road
75th Avenue and Cavalier Drive - THURSDAY 4/8/2021
15-MINUTE TRAFFIC VOLUMES - 4:00 PM to 6:00 PM
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
MORNING
EVENING
ALL
TIME PERIOD
NEC 75th Avenue & Bethany Home Road
FROM SOUTH
FROM NORTH
FROM WEST
FROM EAST
75th Avenue and Cavalier Drive - THURSDAY 4/8/2021
DIRECTION DISTRIBUTION BY TIME PERIOD
0
50
100
150
200
250
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
NORTHBOUND - LEFT
NORTHBOUND - THROUGH
NORTHBOUND - RIGHT
15-MINUTE TRAFFIC VOLUMES - 7:00 AM to 9:00 AM
75th Avenue and Cavalier Drive - THURSDAY 4/8/2021
NEC 75th Avenue & Bethany Home Road
0
20
40
60
80
100
120
140
160
180
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
SOUTHBOUND - LEFT
SOUTHBOUND - THROUGH
SOUTHBOUND - RIGHT
0
2
4
6
8
10
12
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
EASTBOUND - LEFT
EASTBOUND - THROUGH
EASTBOUND - RIGHT
15-MINUTE TRAFFIC VOLUMES - 7:00 AM to 9:00 AM
75th Avenue and Cavalier Drive - THURSDAY 4/8/2021
NEC 75th Avenue & Bethany Home Road
0
0
0
0
0
1
1
1
1
1
1
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
WESTBOUND - LEFT
WESTBOUND - THROUGH
WESTBOUND - RIGHT
0
50
100
150
200
250
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
NORTHBOUND - LEFT
NORTHBOUND - THROUGH
NORTHBOUND - RIGHT
15-MINUTE TRAFFIC VOLUMES - 4:00 PM to 6:00 PM
75th Avenue and Cavalier Drive - THURSDAY 4/8/2021
NEC 75th Avenue & Bethany Home Road
0
50
100
150
200
250
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
SOUTHBOUND - LEFT
SOUTHBOUND - THROUGH
SOUTHBOUND - RIGHT
0
1
2
3
4
5
6
7
8
9
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
EASTBOUND - LEFT
EASTBOUND - THROUGH
EASTBOUND - RIGHT
15-MINUTE TRAFFIC VOLUMES - 4:00 PM to 6:00 PM
75th Avenue and Cavalier Drive - THURSDAY 4/8/2021
NEC 75th Avenue & Bethany Home Road
0
0
0
0
0
1
1
1
1
1
1
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
WESTBOUND - LEFT
WESTBOUND - THROUGH
WESTBOUND - RIGHT
NEC 75th Avenue & Bethany Home Road
75th Avenue and Bethany Home Road - THURSDAY 4/8/2021
EXISTING 4-HOUR TURNING MOVEMENT COUNTS
75th Avenue
Cavalier Drive
75th Avenue
Cavalier Drive
60
BEGIN
FROM NORTH
FROM EAST
FROM SOUTH
FROM WEST
ALL
MIN.
TIME
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL TOTAL TOTAL
7:00 AM
16
98
9
123
26
74
11
111
22
75
39
136
11
94
11
116
486
2,566
7:15 AM
28
82
8
118
26
120
20
166
38
95
35
168
23
171
34
228
680
2,721
7:30 AM
21
116
23
160
31
93
19
143
33
124
43
200
28
169
36
233
736
2,652
7:45 AM
32
85
8
125
25
88
32
145
29
140
39
208
14
139
33
186
664
2,400
8:00 AM
40
105
10
155
30
81
45
156
22
132
36
190
10
114
16
140
641
2,128
8:15 AM
47
90
17
154
27
71
64
162
14
112
30
156
21
101
17
139
611
8:30 AM
24
93
11
128
25
68
16
109
15
96
32
143
13
82
9
104
484
8:45 AM
19
68
8
95
25
66
16
107
7
68
31
106
8
67
9
84
392
MAX
AM PEAK
121
388
49
558
112
382
116
610
122
491
153
766
75
593
119
787
2,721
2,721
PHF
0.76
0.84
0.53
0.87
0.90
0.80
0.64
0.92
0.80
0.88
0.89
0.92
0.67
0.87
0.83
0.84
0.92
4:00 PM
29
117
17
163
43
179
35
257
27
109
54
190
13
136
23
172
782
3,112
4:15 PM
37
125
19
181
53
132
29
214
19
155
43
217
15
119
25
159
771
3,165
4:30 PM
22
108
17
147
55
165
34
254
33
138
45
216
9
138
32
179
796
3,267
4:45 PM
18
158
17
193
45
160
27
232
35
131
43
209
5
103
21
129
763
3,293
5:00 PM
25
151
12
188
47
185
27
259
32
130
46
208
9
145
26
180
835
3,242
5:15 PM
49
181
26
256
49
149
36
234
38
137
45
220
6
129
28
163
873
5:30 PM
37
151
19
207
51
175
13
239
30
131
40
201
22
127
26
175
822
5:45 PM
25
121
21
167
39
148
39
226
23
121
38
182
9
109
19
137
712
MAX
PM PEAK
129
641
74
844
192
669
103
964
135
529
174
838
42
504
101
647
3,293
3,293
PHF
0.66
0.89
0.71
0.82
0.94
0.90
0.72
0.93
0.89
0.97
0.95
0.95
0.48
0.87
0.90
0.90
0.94
NEC 75th Avenue & Bethany Home Road
75th Avenue and Bethany Home Road - THURSDAY 4/8/2021
75th Avenue
Cavalier Drive
75th Avenue
Cavalier Drive
60
BEGIN
FROM NORTH
FROM EAST
FROM SOUTH
FROM WEST
ALL
MIN.
TIME
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL TOTAL TOTAL
APPROACH VOLUMES
7:00 AM
97
381
48
526
108
375
82
565
122
434
156
712
76
573
114
763
2,566
8:00 AM
130
356
46
532
107
286
141
534
58
408
129
595
52
364
51
467
2,128
4:00 PM
106
508
70
684
196
636
125
957
114
533
185
832
42
496
101
639
3,112
5:00 PM
136
604
78
818
186
657
115
958
123
519
169
811
46
510
99
655
3,242
AM TOTAL
227
737
94
1,058
215
661
223
1,099
180
842
285
1,307
128
937
165
1,230
4,694
AM %
21%
70%
9%
100%
20%
60%
20%
100%
14%
64%
22%
100%
10%
76%
13%
100%
PM TOTAL
242
1,112
148
1,502
382
1,293
240
1,915
237
1,052
354
1,643
88
1,006
200
1,294
6,354
PM %
16%
74%
10%
100%
20%
68%
13%
100%
14%
64%
22%
100%
7%
78%
15%
100%
ALL TOTAL
469
1,849
242
2,560
597
1,954
463
3,014
417
1,894
639
2,950
216
1,943
365
2,524
11,048
ALL %
18%
72%
9%
100%
20%
65%
15%
100%
14%
64%
22%
100%
9%
77%
14%
100%
AM TOTAL
23%
23%
28%
26%
100%
PM TOTAL
24%
30%
26%
20%
100%
ALL TOTAL
23%
27%
27%
23%
100%
DEPARTURE VOLUMES
75th Avenue
Cavalier Drive
75th Avenue
Cavalier Drive
60
TO NORTH
TO EAST
TO SOUTH
TO WEST
ALL
MIN.
EB
NB
WB
SB
EB
NB
WB
SB
EB
NB
WB
SB
TIME
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL TOTAL TOTAL
AM TOTAL
128
842
223
1,193
227
937
285
1,449
215
737
165
1,117
180
661
94
935
4,694
AM %
11%
71%
19%
100%
16%
65%
20%
100%
19%
66%
15%
100%
19%
71%
10%
100%
PM TOTAL
88
1,052
240
1,380
242
1,006
354
1,602
382
1,112
200
1,694
237
1,293
148
1,678
6,354
PM %
6%
76%
17%
100%
15%
63%
22%
100%
23%
66%
12%
100%
14%
77%
9%
100%
ALL TOTAL
216
1,894
463
2,573
469
1,943
639
3,051
597
1,849
365
2,811
417
1,954
242
2,613
11,048
TOTAL %
8%
74%
18%
100%
15%
64%
21%
100%
21%
66%
13%
100%
16%
75%
9%
100%
AM TOTAL
25%
31%
24%
20%
100%
PM TOTAL
22%
25%
27%
26%
100%
ALL TOTAL
23%
28%
25%
24%
100%
0
100
200
300
400
500
600
700
800
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
15-MINUTE VOLUME (vehicles) .
BEGINNING OF 15-MINUTE PERIOD
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
ENTIRE INTERSECTION
75th Avenue and Bethany Home Road - THURSDAY 4/8/2021
15-MINUTE TRAFFIC VOLUMES - 7:00 AM to 9:00 AM
NEC 75th Avenue & Bethany Home Road
0
100
200
300
400
500
600
700
800
900
1,000
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
15-MINUTE VOLUME (vehicles) .
BEGINNING OF 15-MINUTE PERIOD
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
ENTIRE INTERSECTION
NEC 75th Avenue & Bethany Home Road
75th Avenue and Bethany Home Road - THURSDAY 4/8/2021
15-MINUTE TRAFFIC VOLUMES - 4:00 PM to 6:00 PM
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
MORNING
EVENING
ALL
TIME PERIOD
NEC 75th Avenue & Bethany Home Road
FROM SOUTH
FROM NORTH
FROM WEST
FROM EAST
75th Avenue and Bethany Home Road - THURSDAY 4/8/2021
DIRECTION DISTRIBUTION BY TIME PERIOD
0
50
100
150
200
250
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
NORTHBOUND - LEFT
NORTHBOUND - THROUGH
NORTHBOUND - RIGHT
15-MINUTE TRAFFIC VOLUMES - 7:00 AM to 9:00 AM
75th Avenue and Bethany Home Road - THURSDAY 4/8/2021
NEC 75th Avenue & Bethany Home Road
0
20
40
60
80
100
120
140
160
180
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
SOUTHBOUND - LEFT
SOUTHBOUND - THROUGH
SOUTHBOUND - RIGHT
0
50
100
150
200
250
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
EASTBOUND - LEFT
EASTBOUND - THROUGH
EASTBOUND - RIGHT
15-MINUTE TRAFFIC VOLUMES - 7:00 AM to 9:00 AM
75th Avenue and Bethany Home Road - THURSDAY 4/8/2021
NEC 75th Avenue & Bethany Home Road
0
20
40
60
80
100
120
140
160
180
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
WESTBOUND - LEFT
WESTBOUND - THROUGH
WESTBOUND - RIGHT
0
50
100
150
200
250
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
NORTHBOUND - LEFT
NORTHBOUND - THROUGH
NORTHBOUND - RIGHT
15-MINUTE TRAFFIC VOLUMES - 4:00 PM to 6:00 PM
75th Avenue and Bethany Home Road - THURSDAY 4/8/2021
NEC 75th Avenue & Bethany Home Road
0
50
100
150
200
250
300
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
SOUTHBOUND - LEFT
SOUTHBOUND - THROUGH
SOUTHBOUND - RIGHT
0
20
40
60
80
100
120
140
160
180
200
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
EASTBOUND - LEFT
EASTBOUND - THROUGH
EASTBOUND - RIGHT
15-MINUTE TRAFFIC VOLUMES - 4:00 PM to 6:00 PM
75th Avenue and Bethany Home Road - THURSDAY 4/8/2021
NEC 75th Avenue & Bethany Home Road
0
50
100
150
200
250
300
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
WESTBOUND - LEFT
WESTBOUND - THROUGH
WESTBOUND - RIGHT
NEC 75th Avenue & Bethany Home Road
74th Avenue and Bethany Home Road - THURSDAY 4/8/2021
EXISTING 4-HOUR TURNING MOVEMENT COUNTS
75th Avenue
Cavalier Drive
75th Avenue
Cavalier Drive
60
BEGIN
FROM NORTH
FROM EAST
FROM SOUTH
FROM WEST
ALL
MIN.
TIME
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL TOTAL TOTAL
7:00 AM
0
0
3
3
0
126
0
126
1
0
1
2
0
142
0
142
273
1,372
7:15 AM
0
0
1
1
0
119
1
120
0
0
2
2
1
193
3
197
320
1,446
7:30 AM
0
0
8
8
2
156
0
158
3
0
3
6
1
228
1
230
402
1,462
7:45 AM
1
0
5
6
0
142
0
142
1
0
2
3
3
222
1
226
377
1,360
8:00 AM
0
0
5
5
0
144
0
144
1
0
0
1
3
192
2
197
347
1,233
8:15 AM
0
0
6
6
0
152
0
152
2
0
3
5
2
166
5
173
336
8:30 AM
0
0
2
2
0
126
0
126
2
0
2
4
3
162
3
168
300
8:45 AM
0
0
5
5
1
108
1
110
2
0
0
2
1
131
1
133
250
MAX
AM PEAK
1
0
24
25
2
594
0
596
7
0
8
15
9
808
9
826
1,462
1,462
PHF
0.25
0.00
0.75
0.78
0.25
0.95
0.00
0.94
0.58
0.00
0.67
0.63
0.75
0.89
0.45
0.90
0.91
4:00 PM
1
0
4
5
4
237
0
241
2
0
1
3
2
186
5
193
442
1,799
4:15 PM
0
0
2
2
2
224
0
226
1
1
4
6
8
189
4
201
435
1,819
4:30 PM
1
0
3
4
2
255
0
257
2
0
2
4
8
202
6
216
481
1,865
4:45 PM
2
0
2
4
2
248
0
250
0
0
0
0
6
178
3
187
441
1,847
5:00 PM
2
0
3
5
0
260
0
260
1
1
2
4
2
190
1
193
462
1,833
5:15 PM
2
0
4
6
4
260
0
264
2
0
4
6
4
199
2
205
481
5:30 PM
0
0
2
2
2
246
0
248
1
0
4
5
5
197
6
208
463
5:45 PM
0
0
3
3
2
235
1
238
3
0
0
3
2
178
3
183
427
MAX
PM PEAK
7
0
12
19
8
1,023
0
1,031
5
1
8
14
20
769
12
801
1,865
1,865
PHF
0.88
0.00
0.75
0.79
0.50
0.98
0.00
0.98
0.63
0.25
0.50
0.58
0.63
0.95
0.50
0.93
0.97
NEC 75th Avenue & Bethany Home Road
74th Avenue and Bethany Home Road - THURSDAY 4/8/2021
75th Avenue
Cavalier Drive
75th Avenue
Cavalier Drive
60
BEGIN
FROM NORTH
FROM EAST
FROM SOUTH
FROM WEST
ALL
MIN.
TIME
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL TOTAL TOTAL
APPROACH VOLUMES
7:00 AM
1
0
17
18
2
543
1
546
5
0
8
13
5
785
5
795
1,372
8:00 AM
0
0
18
18
1
530
1
532
7
0
5
12
9
651
11
671
1,233
4:00 PM
4
0
11
15
10
964
0
974
5
1
7
13
24
755
18
797
1,799
5:00 PM
4
0
12
16
8
1,001
1
1,010
7
1
10
18
13
764
12
789
1,833
AM TOTAL
1
0
35
36
3
1,073
2
1,078
12
0
13
25
14
1,436
16
1,466
2,605
AM %
3%
0%
97%
100%
0%
100%
0%
100%
48%
0%
52%
100%
1%
98%
1%
100%
PM TOTAL
8
0
23
31
18
1,965
1
1,984
12
2
17
31
37
1,519
30
1,586
3,632
PM %
26%
0%
74%
100%
1%
99%
0%
100%
39%
6%
55%
100%
2%
96%
2%
100%
ALL TOTAL
9
0
58
67
21
3,038
3
3,062
24
2
30
56
51
2,955
46
3,052
6,237
ALL %
13%
0%
87%
100%
1%
99%
0%
100%
43%
4%
54%
100%
2%
97%
2%
100%
AM TOTAL
1%
41%
1%
56%
100%
PM TOTAL
1%
55%
1%
44%
100%
ALL TOTAL
1%
49%
1%
49%
100%
DEPARTURE VOLUMES
75th Avenue
Cavalier Drive
75th Avenue
Cavalier Drive
60
TO NORTH
TO EAST
TO SOUTH
TO WEST
ALL
MIN.
EB
NB
WB
SB
EB
NB
WB
SB
EB
NB
WB
SB
TIME
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL
LEFT
THRU RIGHT TOTAL TOTAL TOTAL
AM TOTAL
14
0
2
16
1
1,436
13
1,450
3
0
16
19
12
1,073
35
1,120
2,605
AM %
88%
0%
13%
100%
0%
99%
1%
100%
16%
0%
84%
100%
1%
96%
3%
100%
PM TOTAL
37
2
1
40
8
1,519
17
1,544
18
0
30
48
12
1,965
23
2,000
3,632
PM %
93%
5%
3%
100%
1%
98%
1%
100%
38%
0%
63%
100%
1%
98%
1%
100%
ALL TOTAL
51
2
3
56
9
2,955
30
2,994
21
0
46
67
24
3,038
58
3,120
6,237
TOTAL %
91%
4%
5%
100%
0%
99%
1%
100%
31%
0%
69%
100%
1%
97%
2%
100%
AM TOTAL
1%
56%
1%
43%
100%
PM TOTAL
1%
43%
1%
55%
100%
ALL TOTAL
1%
48%
1%
50%
100%
0
50
100
150
200
250
300
350
400
450
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
15-MINUTE VOLUME (vehicles) .
BEGINNING OF 15-MINUTE PERIOD
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
ENTIRE INTERSECTION
74th Avenue and Bethany Home Road - THURSDAY 4/8/2021
15-MINUTE TRAFFIC VOLUMES - 7:00 AM to 9:00 AM
NEC 75th Avenue & Bethany Home Road
0
100
200
300
400
500
600
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
15-MINUTE VOLUME (vehicles) .
BEGINNING OF 15-MINUTE PERIOD
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
ENTIRE INTERSECTION
NEC 75th Avenue & Bethany Home Road
74th Avenue and Bethany Home Road - THURSDAY 4/8/2021
15-MINUTE TRAFFIC VOLUMES - 4:00 PM to 6:00 PM
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
MORNING
EVENING
ALL
TIME PERIOD
NEC 75th Avenue & Bethany Home Road
FROM SOUTH
FROM NORTH
FROM WEST
FROM EAST
74th Avenue and Bethany Home Road - THURSDAY 4/8/2021
DIRECTION DISTRIBUTION BY TIME PERIOD
0
1
2
3
4
5
6
7
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
NORTHBOUND - LEFT
NORTHBOUND - THROUGH
NORTHBOUND - RIGHT
15-MINUTE TRAFFIC VOLUMES - 7:00 AM to 9:00 AM
74th Avenue and Bethany Home Road - THURSDAY 4/8/2021
NEC 75th Avenue & Bethany Home Road
0
1
2
3
4
5
6
7
8
9
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
SOUTHBOUND - LEFT
SOUTHBOUND - THROUGH
SOUTHBOUND - RIGHT
0
50
100
150
200
250
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
EASTBOUND - LEFT
EASTBOUND - THROUGH
EASTBOUND - RIGHT
15-MINUTE TRAFFIC VOLUMES - 7:00 AM to 9:00 AM
74th Avenue and Bethany Home Road - THURSDAY 4/8/2021
NEC 75th Avenue & Bethany Home Road
0
20
40
60
80
100
120
140
160
180
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
WESTBOUND - LEFT
WESTBOUND - THROUGH
WESTBOUND - RIGHT
0
1
2
3
4
5
6
7
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
NORTHBOUND - LEFT
NORTHBOUND - THROUGH
NORTHBOUND - RIGHT
15-MINUTE TRAFFIC VOLUMES - 4:00 PM to 6:00 PM
74th Avenue and Bethany Home Road - THURSDAY 4/8/2021
NEC 75th Avenue & Bethany Home Road
0
1
2
3
4
5
6
7
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
SOUTHBOUND - LEFT
SOUTHBOUND - THROUGH
SOUTHBOUND - RIGHT
0
50
100
150
200
250
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
EASTBOUND - LEFT
EASTBOUND - THROUGH
EASTBOUND - RIGHT
15-MINUTE TRAFFIC VOLUMES - 4:00 PM to 6:00 PM
74th Avenue and Bethany Home Road - THURSDAY 4/8/2021
NEC 75th Avenue & Bethany Home Road
0
50
100
150
200
250
300
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
WESTBOUND - LEFT
WESTBOUND - THROUGH
WESTBOUND - RIGHT
APPENDIX B: Existing Level-of-Service Analysis
1: 75th Avenue & Cavalier Drive
Existing Conditions - AM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
0.4
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
13
16
11
742
583
4
Future Vol, veh/h
13
16
11
742
583
4
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
0
-
0
-
-
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
14
17
12
807
634
4
Major/Minor
Minor2
Major1
Major2
Conflicting Flow All
1064
319
638
0
-
0
Stage 1
636
-
-
-
-
-
Stage 2
428
-
-
-
-
-
Critical Hdwy
6.84
6.94
4.14
-
-
-
Critical Hdwy Stg 1
5.84
-
-
-
-
-
Critical Hdwy Stg 2
5.84
-
-
-
-
-
Follow-up Hdwy
3.52
3.32
2.22
-
-
-
Pot Cap-1 Maneuver
218
677
942
-
-
-
Stage 1
489
-
-
-
-
-
Stage 2
625
-
-
-
-
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
215
677
942
-
-
-
Mov Cap-2 Maneuver
215
-
-
-
-
-
Stage 1
483
-
-
-
-
-
Stage 2
625
-
-
-
-
-
Approach
EB
NB
SB
HCM Control Delay, s
16.5
0.1
0
HCM LOS
C
Minor Lane/Major Mvmt
NBL
NBT EBLn1
SBT
SBR
Capacity (veh/h)
942
-
345
-
-
HCM Lane V/C Ratio
0.013
- 0.091
-
-
HCM Control Delay (s)
8.9
-
16.5
-
-
HCM Lane LOS
A
-
C
-
-
HCM 95th %tile Q(veh)
0
-
0.3
-
-
2: 75th Avenue & Bethany Home Road
Existing Conditions - AM Peak Hour
HCM 6th Signalized Intersection Summary
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
75
593
119
112
382
116
122
491
153
121
388
49
Future Volume (veh/h)
75
593
119
112
382
116
122
491
153
121
388
49
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
82
645
129
122
415
126
133
534
166
132
422
53
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
235
788
352
216
651
196
526
1675
747
440
1674
747
Arrive On Green
0.05
0.22
0.22
0.07
0.24
0.24
0.06
0.47
0.47
0.06
0.47
0.47
Sat Flow, veh/h
1781
3554
1585
1781
2692
809
1781
3554
1585
1781
3554
1585
Grp Volume(v), veh/h
82
645
129
122
272
269
133
534
166
132
422
53
Grp Sat Flow(s),veh/h/ln
1781
1777
1585
1781
1777
1725
1781
1777
1585
1781
1777
1585
Q Serve(g_s), s
4.2
20.7
8.3
6.3
16.5
16.8
4.6
11.2
7.4
4.6
8.6
2.2
Cycle Q Clear(g_c), s
4.2
20.7
8.3
6.3
16.5
16.8
4.6
11.2
7.4
4.6
8.6
2.2
Prop In Lane
1.00
1.00
1.00
0.47
1.00
1.00
1.00
1.00
Lane Grp Cap(c), veh/h
235
788
352
216
429
417
526
1675
747
440
1674
747
V/C Ratio(X)
0.35
0.82
0.37
0.56
0.63
0.64
0.25
0.32
0.22
0.30
0.25
0.07
Avail Cap(c_a), veh/h
252
1125
502
287
652
632
606
1675
747
535
1674
747
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
34.4
44.4
39.6
34.6
40.7
40.9
14.9
19.7
18.7
15.2
19.0
17.4
Incr Delay (d2), s/veh
0.9
3.3
0.6
2.3
1.6
1.7
0.3
0.5
0.7
0.4
0.4
0.2
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
1.8
9.2
3.2
2.8
7.2
7.1
1.8
4.5
2.7
1.8
3.5
0.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
35.3
47.7
40.2
36.9
42.3
42.5
15.2
20.2
19.4
15.6
19.4
17.6
LnGrp LOS
D
D
D
D
D
D
B
C
B
B
B
B
Approach Vol, veh/h
856
663
833
607
Approach Delay, s/veh
45.4
41.4
19.3
18.4
Approach LOS
D
D
B
B
Timer - Assigned Phs
1
2
3
4
5
6
7
8
Phs Duration (G+Y+Rc), s
11.6
62.5
13.2
32.6
11.6
62.5
10.8
35.0
Change Period (Y+Rc), s
5.0
6.0
5.0
6.0
5.0
6.0
5.0
6.0
Max Green Setting (Gmax), s
13.0
34.0
13.0
38.0
12.0
35.0
7.0
44.0
Max Q Clear Time (g_c+I1), s
6.6
13.2
8.3
22.7
6.6
10.6
6.2
18.8
Green Ext Time (p_c), s
0.1
3.7
0.1
3.9
0.1
2.7
0.0
3.0
Intersection Summary
HCM 6th Ctrl Delay
31.6
HCM 6th LOS
C
2: 75th Avenue & Bethany Home Road
Existing Conditions - AM Peak Hour
Queues
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Group Flow (vph)
82
645
129
122
541
133
534
166
132
422
53
v/c Ratio
0.30
0.77
0.26
0.49
0.53
0.26
0.37
0.22
0.30
0.30
0.07
Control Delay
25.8
48.9
3.4
30.2
34.9
17.0
28.0
5.3
17.5
27.0
0.2
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
25.8
48.9
3.4
30.2
34.9
17.0
28.0
5.3
17.5
27.0
0.2
Queue Length 50th (ft)
41
245
0
62
175
50
152
0
50
115
0
Queue Length 95th (ft)
67
291
25
94
210
98
235
51
97
185
0
Internal Link Dist (ft)
1021
590
814
611
Turn Bay Length (ft)
170
170
160
150
250
150
152
Base Capacity (vph)
276
1120
613
277
1276
537
1429
738
487
1428
736
Starvation Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.30
0.58
0.21
0.44
0.42
0.25
0.37
0.22
0.27
0.30
0.07
Intersection Summary
2: 75th Avenue & Bethany Home Road
Existing Conditions - AM Peak Hour
Timings
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
75
593
119
112
382
122
491
153
121
388
49
Future Volume (vph)
75
593
119
112
382
122
491
153
121
388
49
Turn Type
pm+pt
NA
Perm
pm+pt
NA
pm+pt
NA
Perm
pm+pt
NA
Perm
Protected Phases
7
4
3
8
5
2
1
6
Permitted Phases
4
4
8
2
2
6
6
Detector Phase
7
4
4
3
8
5
2
2
1
6
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
10.0
24.0
24.0
10.0
24.0
10.0
24.0
24.0
16.0
24.0
24.0
Total Split (s)
12.0
44.0
44.0
18.0
50.0
17.0
40.0
40.0
18.0
41.0
41.0
Total Split (%)
10.0%
36.7%
36.7%
15.0%
41.7%
14.2%
33.3%
33.3%
15.0%
34.2%
34.2%
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
1.0
2.0
2.0
1.0
2.0
1.0
2.0
2.0
1.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
5.0
6.0
6.0
5.0
6.0
5.0
6.0
6.0
5.0
6.0
6.0
Lead/Lag
Lead
Lag
Lag
Lead
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Recall Mode
None
None
None
None
None
None
C-Max
C-Max
None
C-Max
C-Max
Act Effct Green (s)
36.3
28.5
28.5
44.7
34.7
59.7
48.5
48.5
59.7
48.4
48.4
Actuated g/C Ratio
0.30
0.24
0.24
0.37
0.29
0.50
0.40
0.40
0.50
0.40
0.40
v/c Ratio
0.30
0.77
0.26
0.49
0.53
0.26
0.37
0.22
0.30
0.30
0.07
Control Delay
25.8
48.9
3.4
30.2
34.9
17.0
28.0
5.3
17.5
27.0
0.2
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
25.8
48.9
3.4
30.2
34.9
17.0
28.0
5.3
17.5
27.0
0.2
LOS
C
D
A
C
C
B
C
A
B
C
A
Approach Delay
39.8
34.0
21.8
22.6
Approach LOS
D
C
C
C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 29.9
Intersection LOS: C
Intersection Capacity Utilization 61.2%
ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 2: 75th Avenue & Bethany Home Road
3: 74th Avenue & Bethany Home Road
Existing Conditions - AM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
0.5
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
9
808
9
2
594
0
7
0
8
1
0
24
Future Vol, veh/h
9
808
9
2
594
0
7
0
8
1
0
24
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
170
-
-
160
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
10
878
10
2
646
0
8
0
9
1
0
26
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
646
0
0
888
0
0
1230
1553
444
1109
1558
323
Stage 1
-
-
-
-
-
-
903
903
-
650
650
-
Stage 2
-
-
-
-
-
-
327
650
-
459
908
-
Critical Hdwy
4.14
-
-
4.14
-
-
7.54
6.54
6.94
7.54
6.54
6.94
Critical Hdwy Stg 1
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Follow-up Hdwy
2.22
-
-
2.22
-
-
3.52
4.02
3.32
3.52
4.02
3.32
Pot Cap-1 Maneuver
935
-
-
758
-
-
134
112
561
164
111
673
Stage 1
-
-
-
-
-
-
299
354
-
424
463
-
Stage 2
-
-
-
-
-
-
660
463
-
551
352
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
935
-
-
758
-
-
127
110
561
160
109
673
Mov Cap-2 Maneuver
-
-
-
-
-
-
127
110
-
160
109
-
Stage 1
-
-
-
-
-
-
296
350
-
419
462
-
Stage 2
-
-
-
-
-
-
633
462
-
537
348
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.1
0
23
11.3
HCM LOS
C
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
216
935
-
-
758
-
-
596
HCM Lane V/C Ratio
0.075
0.01
-
- 0.003
-
- 0.046
HCM Control Delay (s)
23
8.9
-
-
9.8
-
-
11.3
HCM Lane LOS
C
A
-
-
A
-
-
B
HCM 95th %tile Q(veh)
0.2
0
-
-
0
-
-
0.1
1: 75th Avenue & Cavalier Drive
Existing Conditions - PM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
0.5
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
17
8
13
671
855
17
Future Vol, veh/h
17
8
13
671
855
17
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
0
-
0
-
-
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
18
9
14
729
929
18
Major/Minor
Minor2
Major1
Major2
Conflicting Flow All
1331
474
947
0
-
0
Stage 1
938
-
-
-
-
-
Stage 2
393
-
-
-
-
-
Critical Hdwy
6.84
6.94
4.14
-
-
-
Critical Hdwy Stg 1
5.84
-
-
-
-
-
Critical Hdwy Stg 2
5.84
-
-
-
-
-
Follow-up Hdwy
3.52
3.32
2.22
-
-
-
Pot Cap-1 Maneuver
146
537
721
-
-
-
Stage 1
341
-
-
-
-
-
Stage 2
651
-
-
-
-
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
143
537
721
-
-
-
Mov Cap-2 Maneuver
143
-
-
-
-
-
Stage 1
335
-
-
-
-
-
Stage 2
651
-
-
-
-
-
Approach
EB
NB
SB
HCM Control Delay, s
27.5
0.2
0
HCM LOS
D
Minor Lane/Major Mvmt
NBL
NBT EBLn1
SBT
SBR
Capacity (veh/h)
721
-
187
-
-
HCM Lane V/C Ratio
0.02
- 0.145
-
-
HCM Control Delay (s)
10.1
-
27.5
-
-
HCM Lane LOS
B
-
D
-
-
HCM 95th %tile Q(veh)
0.1
-
0.5
-
-
2: 75th Avenue & Bethany Home Road
Existing Conditions - PM Peak Hour
HCM 6th Signalized Intersection Summary
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
42
504
101
192
669
103
135
529
174
129
641
74
Future Volume (veh/h)
42
504
101
192
669
103
135
529
174
129
641
74
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
46
548
110
209
727
112
147
575
189
140
697
80
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
151
704
314
294
845
130
388
1602
714
408
1595
711
Arrive On Green
0.03
0.20
0.20
0.11
0.27
0.27
0.06
0.45
0.45
0.06
0.45
0.45
Sat Flow, veh/h
1781
3554
1585
1781
3086
475
1781
3554
1585
1781
3554
1585
Grp Volume(v), veh/h
46
548
110
209
418
421
147
575
189
140
697
80
Grp Sat Flow(s),veh/h/ln
1781
1777
1585
1781
1777
1785
1781
1777
1585
1781
1777
1585
Q Serve(g_s), s
2.4
17.5
7.2
10.8
26.8
26.9
5.3
12.7
8.9
5.0
16.1
3.5
Cycle Q Clear(g_c), s
2.4
17.5
7.2
10.8
26.8
26.9
5.3
12.7
8.9
5.0
16.1
3.5
Prop In Lane
1.00
1.00
1.00
0.27
1.00
1.00
1.00
1.00
Lane Grp Cap(c), veh/h
151
704
314
294
487
489
388
1602
714
408
1595
711
V/C Ratio(X)
0.30
0.78
0.35
0.71
0.86
0.86
0.38
0.36
0.26
0.34
0.44
0.11
Avail Cap(c_a), veh/h
167
859
383
367
622
625
456
1602
714
495
1595
711
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
37.9
45.6
41.5
33.3
41.4
41.4
17.1
21.6
20.5
16.6
22.7
19.2
Incr Delay (d2), s/veh
1.1
3.8
0.7
4.7
9.6
9.6
0.6
0.6
0.9
0.5
0.9
0.3
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
1.1
7.9
2.8
4.9
12.6
12.7
2.1
5.2
3.3
2.0
6.6
1.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
39.0
49.4
42.1
38.0
51.0
51.0
17.7
22.2
21.5
17.1
23.6
19.5
LnGrp LOS
D
D
D
D
D
D
B
C
C
B
C
B
Approach Vol, veh/h
704
1048
911
917
Approach Delay, s/veh
47.6
48.4
21.3
22.2
Approach LOS
D
D
C
C
Timer - Assigned Phs
1
2
3
4
5
6
7
8
Phs Duration (G+Y+Rc), s
12.1
60.1
18.0
29.8
12.4
59.8
8.9
38.9
Change Period (Y+Rc), s
5.0
6.0
5.0
6.0
5.0
6.0
5.0
6.0
Max Green Setting (Gmax), s
13.0
38.0
18.0
29.0
12.0
39.0
5.0
42.0
Max Q Clear Time (g_c+I1), s
7.0
14.7
12.8
19.5
7.3
18.1
4.4
28.9
Green Ext Time (p_c), s
0.2
4.2
0.2
2.6
0.1
4.6
0.0
4.0
Intersection Summary
HCM 6th Ctrl Delay
34.6
HCM 6th LOS
C
2: 75th Avenue & Bethany Home Road
Existing Conditions - PM Peak Hour
Queues
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Group Flow (vph)
46
548
110
209
839
147
575
189
140
697
80
v/c Ratio
0.29
0.75
0.24
0.66
0.78
0.40
0.41
0.25
0.33
0.49
0.11
Control Delay
27.4
51.3
2.5
35.1
42.5
19.3
28.7
5.0
18.1
30.1
0.3
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
27.4
51.3
2.5
35.1
42.5
19.3
28.7
5.0
18.1
30.1
0.3
Queue Length 50th (ft)
22
211
0
111
311
56
167
0
53
212
0
Queue Length 95th (ft)
43
263
12
156
358
105
247
52
101
302
0
Internal Link Dist (ft)
1021
590
814
611
Turn Bay Length (ft)
170
170
160
150
250
150
152
Base Capacity (vph)
156
855
506
352
1224
391
1411
744
458
1412
730
Starvation Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.29
0.64
0.22
0.59
0.69
0.38
0.41
0.25
0.31
0.49
0.11
Intersection Summary
2: 75th Avenue & Bethany Home Road
Existing Conditions - PM Peak Hour
Timings
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
42
504
101
192
669
135
529
174
129
641
74
Future Volume (vph)
42
504
101
192
669
135
529
174
129
641
74
Turn Type
pm+pt
NA
Perm
pm+pt
NA
pm+pt
NA
Perm
pm+pt
NA
Perm
Protected Phases
7
4
3
8
5
2
1
6
Permitted Phases
4
4
8
2
2
6
6
Detector Phase
7
4
4
3
8
5
2
2
1
6
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
10.0
24.0
24.0
10.0
24.0
10.0
24.0
24.0
16.0
24.0
24.0
Total Split (s)
10.0
35.0
35.0
23.0
48.0
17.0
44.0
44.0
18.0
45.0
45.0
Total Split (%)
8.3%
29.2%
29.2%
19.2%
40.0%
14.2%
36.7%
36.7%
15.0%
37.5%
37.5%
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
1.0
2.0
2.0
1.0
2.0
1.0
2.0
2.0
1.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
5.0
6.0
6.0
5.0
6.0
5.0
6.0
6.0
5.0
6.0
6.0
Lead/Lag
Lead
Lag
Lag
Lead
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Recall Mode
None
None
None
None
None
None
C-Max
C-Max
None
C-Max
C-Max
Act Effct Green (s)
30.8
24.8
24.8
45.9
36.9
59.1
47.9
47.9
59.1
47.9
47.9
Actuated g/C Ratio
0.26
0.21
0.21
0.38
0.31
0.49
0.40
0.40
0.49
0.40
0.40
v/c Ratio
0.29
0.75
0.24
0.66
0.78
0.40
0.41
0.25
0.33
0.49
0.11
Control Delay
27.4
51.3
2.5
35.1
42.5
19.3
28.7
5.0
18.1
30.1
0.3
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
27.4
51.3
2.5
35.1
42.5
19.3
28.7
5.0
18.1
30.1
0.3
LOS
C
D
A
D
D
B
C
A
B
C
A
Approach Delay
42.1
41.1
22.3
25.7
Approach LOS
D
D
C
C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay: 32.5
Intersection LOS: C
Intersection Capacity Utilization 69.5%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 2: 75th Avenue & Bethany Home Road
3: 74th Avenue & Bethany Home Road
Existing Conditions - PM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
1.1
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
20
769
12
8
1023
0
0
5
1
8
7
0
Future Vol, veh/h
20
769
12
8
1023
0
0
5
1
8
7
0
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
170
-
-
160
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
22
836
13
9
1112
0
0
5
1
9
8
0
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
1112
0
0
849
0
0
1465
2017
425
1595
2023
556
Stage 1
-
-
-
-
-
-
887
887
-
1130
1130
-
Stage 2
-
-
-
-
-
-
578
1130
-
465
893
-
Critical Hdwy
4.14
-
-
4.14
-
-
7.54
6.54
6.94
7.54
6.54
6.94
Critical Hdwy Stg 1
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Follow-up Hdwy
2.22
-
-
2.22
-
-
3.52
4.02
3.32
3.52
4.02
3.32
Pot Cap-1 Maneuver
624
-
-
785
-
-
89
58
578
72
57
475
Stage 1
-
-
-
-
-
-
305
360
-
217
277
-
Stage 2
-
-
-
-
-
-
468
277
-
547
358
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
624
-
-
785
-
-
77
55
578
64
54
475
Mov Cap-2 Maneuver
-
-
-
-
-
-
77
55
-
64
54
-
Stage 1
-
-
-
-
-
-
294
347
-
209
274
-
Stage 2
-
-
-
-
-
-
450
274
-
518
345
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.3
0.1
66.5
87.9
HCM LOS
F
F
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
65
624
-
-
785
-
-
59
HCM Lane V/C Ratio
0.1 0.035
-
- 0.011
-
- 0.276
HCM Control Delay (s)
66.5
11
-
-
9.6
-
-
87.9
HCM Lane LOS
F
B
-
-
A
-
-
F
HCM 95th %tile Q(veh)
0.3
0.1
-
-
0
-
-
1
APPENDIX C: Existing Traffic Signal Warrant Analysis
PROJECT:
NEC 75TH AVENUE & BETHANY HOME ROAD (20-1553)
LOCATION:
MARICOPA COUNTY, ARIZONA
NORTH/SOUTH STREET:
75TH AVENUE
NB LANES
2
SB LANES
2
EAST/WEST STREET:
CAVALIER DRIVE
EB LANES
2
WB LANES
2
SPEED LIMIT ON MAJOR STREET:
40
85TH PERCENTILE SPEED ON MAJOR STREET:
N/A
VOLUME DATA:
EXISTING
DATE OF COUNT:
08 April 2021
DATE OF STUDY:
15 May 2021
SPECIAL CONDITIONS:
NONE
STREET TRAFFIC VOLUMES
TIME
NB
SB
EB
WB
1:00 AM
80
72
0
0
2:00 AM
57
51
2
0
3:00 AM
76
61
1
0
4:00 AM
62
80
3
0
5:00 AM
169
177
3
0
6:00 AM
316
293
15
0
7:00 AM
365
342
21
0
8:00 AM
593
516
30
0
9:00 AM
619
526
32
0
10:00 AM
437
348
18
0
11:00 AM
412
385
11
0
12:00 PM
423
424
21
0
1:00 PM
463
486
18
0
2:00 PM
574
524
10
0
3:00 PM
584
643
15
0
4:00 PM
668
715
25
0
5:00 PM
711
719
16
0
6:00 PM
692
820
23
0
7:00 PM
613
626
23
0
8:00 PM
559
587
15
0
9:00 PM
431
434
20
0
10:00 PM
321
303
9
0
11:00 PM
222
210
7
0
12:00 AM
143
127
2
0
TOTAL
9,590
9,469
340
0
TRAFFIC CONTROL SIGNAL WARRANT STUDY
LANE NUMBER, SPEED, AND VOLUME DATA
NEC 75TH AVENUE & BETHANY HOME ROAD (20-1553)
75TH AVENUE and CAVALIER DRIVE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
TRAFFIC CONTROL SIGNAL WARRANT STUDY SUMMARY
LOCATION:
SPECIAL CONDITIONS:
DATE OF COUNT:
08 April 2021
DATE OF STUDY:
15 May 2021
NORTH/SOUTH STREET:
MAJOR
MULTI-LANE
EAST/WEST STREET:
MINOR
MULTI-LANE
40 mph
N/A
WARRANT
EXISTING
REQUIRED
SATISFIED?
0
8
NO
0
8
NO
0
8
NO
-
-
Not Applicable
0
4
NO
0
3
Not Measured
0
3
Not Measured
0
1
NO
-
1
Not Measured
-
4
Not Measured
-
-
Not Measured
-
-
Not Measured
-
-
Judgment
0
8
NO
0
8
NO
-
-
Not Applicable
-
-
Not Applicable
Not Measured
-
-
Not Measured
5
-
Not Measured
-
Not Measured
-
-
NO
-
-
Judgment
COMBINATION OF WARRANTS 1A AND 1B (80% of Values)
COMBINATION OF WARRANTS 1A AND 1B (56% of Values)
# 2. FOUR-HOUR VEHICULAR VOLUME
# 3. PEAK HOUR
B. PEAK HOUR VOLUME
A. PEAK HOUR DELAY - AM
A. PEAK HOUR DELAY - PM
POSTED SPEED LIMIT ON MAJOR STREET:
85th PERCENTILE SPEED ON MAJOR STREET:
# 1. EIGHT-HOUR VEHICULAR VOLUME
A. MINIMUM VEHICULAR VOLUME
B. INTERRUPTION OF CONTINUOUS TRAFFIC
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.
WITH WARRANT # 1B (Traffic Volumes at 56% of Original Values)
TOTAL NUMBER OF CRASHES
# 8. ROADWAY NETWORK
WITH WARRANT # 1A (Traffic Volumes at 80% of Original Values)
WITH WARRANT # 1A (Traffic Volumes at 56% of Original Values)
WITH WARRANT # 1B (Traffic Volumes at 80% of Original Values)
# 7. CRASH EXPERIENCE
# 7. ENTIRE WARRANT
NUMBER OF POTENTIALLY PREVENTABLE CRASHES
HAVE LESS RESTRICTIVE MEANS BEEN ATTEMPTED?
# 5. SCHOOL CROSSING - DEPARTURE TIME
# 6. COORDINATED SIGNAL SYSTEM
# 5. SCHOOL CROSSING - ARRIVAL TIME
# 4. PEDESTRIAN VOLUME - ONE HOUR
# 4. PEDESTRIAN VOLUME - FOUR HOUR
MARICOPA COUNTY, ARIZONA
NONE
75TH AVENUE
CAVALIER DRIVE
PROJECT:
NEC 75TH AVENUE & BETHANY HOME ROAD (20-1553)
LOCATION:
MARICOPA COUNTY, ARIZONA
NORTH/SOUTH STREET:
74TH AVENUE
NB LANES
2
SB LANES
2
EAST/WEST STREET:
BETHANY HOME ROAD
EB LANES
2
WB LANES
2
SPEED LIMIT ON MAJOR STREET:
40
85TH PERCENTILE SPEED ON MAJOR STREET:
N/A
VOLUME DATA:
EXISTING
DATE OF COUNT:
08 April 2021
DATE OF STUDY:
15 April 2021
SPECIAL CONDITIONS:
NONE
STREET TRAFFIC VOLUMES
TIME
NB
SB
EB
WB
1:00 AM
1
1
103
84
2:00 AM
5
3
58
56
3:00 AM
0
0
54
50
4:00 AM
4
3
64
61
5:00 AM
4
3
149
162
6:00 AM
9
11
336
331
7:00 AM
9
14
480
436
8:00 AM
13
18
795
546
9:00 AM
12
18
671
532
10:00 AM
6
14
431
432
11:00 AM
9
10
355
424
12:00 PM
9
17
450
506
1:00 PM
8
13
505
498
2:00 PM
5
9
519
608
3:00 PM
14
18
721
729
4:00 PM
12
18
780
805
5:00 PM
13
15
797
974
6:00 PM
18
16
789
1010
7:00 PM
10
7
681
825
8:00 PM
16
12
618
634
9:00 PM
11
9
576
503
10:00 PM
5
7
434
391
11:00 PM
4
5
295
262
12:00 AM
3
2
180
155
TOTAL
200
243
10,841
11,014
TRAFFIC CONTROL SIGNAL WARRANT STUDY
LANE NUMBER, SPEED, AND VOLUME DATA
NEC 75TH AVENUE & BETHANY HOME ROAD (20-1553)
74TH AVENUE and BETHANY HOME ROAD
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
TRAFFIC CONTROL SIGNAL WARRANT STUDY SUMMARY
LOCATION:
SPECIAL CONDITIONS:
DATE OF COUNT:
08 April 2021
DATE OF STUDY:
15 April 2021
NORTH/SOUTH STREET:
MINOR
MULTI-LANE
EAST/WEST STREET:
MAJOR
MULTI-LANE
40 mph
N/A
WARRANT
EXISTING
REQUIRED
SATISFIED?
0
8
NO
0
8
NO
0
8
NO
-
-
Not Applicable
0
4
NO
0
3
Not Measured
0
3
Not Measured
0
1
NO
-
1
Not Measured
-
4
Not Measured
-
-
Not Measured
-
-
Not Measured
-
-
Judgment
0
8
NO
0
8
NO
-
-
Not Applicable
-
-
Not Applicable
Not Measured
-
-
Not Measured
5
-
Not Measured
-
Not Measured
-
-
NO
-
-
Judgment
COMBINATION OF WARRANTS 1A AND 1B (80% of Values)
COMBINATION OF WARRANTS 1A AND 1B (56% of Values)
# 2. FOUR-HOUR VEHICULAR VOLUME
# 3. PEAK HOUR
B. PEAK HOUR VOLUME
A. PEAK HOUR DELAY - AM
A. PEAK HOUR DELAY - PM
POSTED SPEED LIMIT ON MAJOR STREET:
85th PERCENTILE SPEED ON MAJOR STREET:
# 1. EIGHT-HOUR VEHICULAR VOLUME
A. MINIMUM VEHICULAR VOLUME
B. INTERRUPTION OF CONTINUOUS TRAFFIC
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.
WITH WARRANT # 1B (Traffic Volumes at 56% of Original Values)
TOTAL NUMBER OF CRASHES
# 8. ROADWAY NETWORK
WITH WARRANT # 1A (Traffic Volumes at 80% of Original Values)
WITH WARRANT # 1A (Traffic Volumes at 56% of Original Values)
WITH WARRANT # 1B (Traffic Volumes at 80% of Original Values)
# 7. CRASH EXPERIENCE
# 7. ENTIRE WARRANT
NUMBER OF POTENTIALLY PREVENTABLE CRASHES
HAVE LESS RESTRICTIVE MEANS BEEN ATTEMPTED?
# 5. SCHOOL CROSSING - DEPARTURE TIME
# 6. COORDINATED SIGNAL SYSTEM
# 5. SCHOOL CROSSING - ARRIVAL TIME
# 4. PEDESTRIAN VOLUME - ONE HOUR
# 4. PEDESTRIAN VOLUME - FOUR HOUR
MARICOPA COUNTY, ARIZONA
NONE
74TH AVENUE
BETHANY HOME ROAD
APPENDIX D: Site Plan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
N. 75TH AVE
W. BETHANY HOME RD
APPENDIX E: Trip Generation Calculation
NEC 75th Avenue & Bethany Home Road (20-1553)
Traffic Impact Analysis
Data
Phase
Land Use
Enter
Exit
Total
Enter
Exit
Total
Enter
Exit
Total
Points
Enter
Exit
Enter
Exit
Enter
Exit
1
Single Family Residential
210
Single-Family Detached Housing
71
DU
335
335
670
13
40
53
44
26
70
9.44
0.74
0.99
50%
50%
25%
75%
63%
37%
71
DU
335
335
670
13
40
53
44
26
70
0%
335
335
670
13
40
53
44
26
70
0%
335
335
670
13
40
53
44
26
70
0
0
0
0
0
0
0
0
0
335
335
670
13
40
53
44
26
70
Source: ITE Trip Generation Manual 10th Edition
DESCRIPTION OF LAND USE
AM Peak Hour
Total
PM Peak Hour
Daily
PM Peak Hour
AVERAGE RATE or EQUATION
Total Pass-by Trips
October 14, 2021
"New" Trips Added to Street System
ITE Land Use Code (LUC)
Trips with Alternate Mode Reduction
Trips with Internal Trip Reduction
AM Peak
Hour
PM Peak
Hour
DIRECTIONAL DISTRIBUTION
Daily
SIZE
VEHICLE GENERATED TRIPS
Daily
AM Peak Hour
APPENDIX F: Future Traffic Signal Warrant Analyses
HOUR BEGIN
HOUR BEGIN
TIME
NB
SB
EB
WB
TIME
NB
SB
EB
WB
1:00 AM
1
1
103
84
1:00 AM
1
1
127
103
2:00 AM
5
3
58
56
2:00 AM
5
3
71
69
3:00 AM
0
0
54
50
3:00 AM
0
0
66
62
4:00 AM
4
3
64
61
4:00 AM
4
3
79
75
5:00 AM
4
3
149
162
5:00 AM
4
3
183
199
6:00 AM
9
11
336
331
6:00 AM
9
11
413
407
7:00 AM
9
14
480
436
7:00 AM
9
14
590
536
8:00 AM
13
18
795
546
8:00 AM
13
18
978
672
9:00 AM
12
18
671
532
9:00 AM
12
18
825
654
10:00 AM
6
14
431
432
10:00 AM
6
14
530
531
11:00 AM
9
10
355
424
11:00 AM
9
10
437
522
12:00 PM
9
17
450
506
12:00 PM
9
17
554
622
1:00 PM
8
13
505
498
1:00 PM
8
13
621
613
2:00 PM
5
9
519
608
2:00 PM
5
9
638
748
3:00 PM
14
18
721
729
3:00 PM
14
18
887
897
4:00 PM
12
18
780
805
4:00 PM
12
18
959
990
5:00 PM
13
15
797
974
5:00 PM
13
15
980
1198
6:00 PM
18
16
789
1010
6:00 PM
18
16
970
1242
7:00 PM
10
7
681
825
7:00 PM
10
7
838
1015
8:00 PM
16
12
618
634
8:00 PM
16
12
760
780
9:00 PM
11
9
576
503
9:00 PM
11
9
708
619
10:00 PM
5
7
434
391
10:00 PM
5
7
534
481
11:00 PM
4
5
295
262
11:00 PM
4
5
363
322
12:00 AM
3
2
180
155
12:00 AM
3
2
221
191
TOTAL
200
243
10,841
11,014
TOTAL
200
243
13,332
13,548
`
`
HOUR BEGIN
HOUR
TIME
NB
SB
EB
WB
BEGINNING
NB
SB
EB
WB
1:00 AM
0
0
0
0
1:00 AM
1
1
127
103
2:00 AM
0
0
0
0
2:00 AM
5
3
71
69
3:00 AM
0
0
0
0
3:00 AM
0
0
66
62
4:00 AM
0
0
0
0
4:00 AM
4
3
79
75
5:00 AM
0
2
2
2
5:00 AM
4
5
185
201
6:00 AM
0
2
2
2
6:00 AM
9
13
415
409
7:00 AM
0
6
6
6
7:00 AM
9
20
596
542
8:00 AM
0
4
4
4
8:00 AM
13
22
982
676
9:00 AM
0
4
4
4
9:00 AM
12
22
829
658
10:00 AM
0
4
4
4
10:00 AM
6
18
534
535
11:00 AM
0
4
4
4
11:00 AM
9
14
441
526
12:00 PM
0
4
4
4
12:00 PM
9
21
558
626
1:00 PM
0
4
4
4
1:00 PM
8
17
625
617
2:00 PM
0
4
4
4
2:00 PM
5
13
642
752
3:00 PM
0
4
4
4
3:00 PM
14
22
891
901
4:00 PM
0
6
6
6
4:00 PM
12
24
965
996
5:00 PM
0
8
7
6
5:00 PM
13
23
987
1204
6:00 PM
0
6
6
6
6:00 PM
18
22
976
1248
7:00 PM
0
4
4
4
7:00 PM
10
11
842
1019
8:00 PM
0
4
4
4
8:00 PM
16
16
764
784
9:00 PM
0
2
2
2
9:00 PM
11
11
710
621
10:00 PM
0
2
2
2
10:00 PM
5
9
536
483
11:00 PM
0
0
1
2
11:00 PM
4
5
364
324
12:00 AM
0
0
0
0
12:00 AM
3
2
221
191
TOTAL
0
74
74
74
TOTAL
200
317
13,406
13,622
APPROACH TRAFFIC VOLUMES
2028 BACKGROUND TRAFFIC VOLUMES
74TH AVENUE & BETHANY HOME ROAD
74TH AVENUE & BETHANY HOME ROAD
EXISTING TRAFFIC VOLUMES
74TH AVENUE & BETHANY HOME ROAD
Approach Hourly Traffic Volumes
74TH AVENUE & BETHANY HOME ROAD
Approach Hourly Traffic Volumes
APPROACH TRAFFIC VOLUMES
APPROACH TRAFFIC VOLUMES
2028 BACKGROUND PLUS FULL BUILD-OUT
SITE FULL BUILD-OUT
PROJECT TRAFFIC VOLUMES
APPROACH TRAFFIC VOLUMES
3%
`
2028
Factor:
1.23
HOUR BEGIN
HOUR BEGIN
TIME
NB
SB
EB
WB
TIME
NB
SB
EB
WB
1:00 AM
57
51
2
0
1:00 AM
70
63
2
0
2:00 AM
76
61
1
0
2:00 AM
93
75
1
0
3:00 AM
62
80
3
0
3:00 AM
76
98
4
0
4:00 AM
169
177
3
0
4:00 AM
208
218
4
0
5:00 AM
316
293
15
0
5:00 AM
389
360
18
0
6:00 AM
365
342
21
0
6:00 AM
449
421
26
0
7:00 AM
593
516
30
0
7:00 AM
729
635
37
0
8:00 AM
619
526
32
0
8:00 AM
761
647
39
0
9:00 AM
437
348
18
0
9:00 AM
538
428
22
0
10:00 AM
412
385
11
0
10:00 AM
507
474
14
0
11:00 AM
423
424
21
0
11:00 AM
520
522
26
0
12:00 PM
463
486
18
0
12:00 PM
569
598
22
0
1:00 PM
574
524
10
0
1:00 PM
706
645
12
0
2:00 PM
584
643
15
0
2:00 PM
718
791
18
0
3:00 PM
668
715
25
0
3:00 PM
822
879
31
0
4:00 PM
711
719
16
0
4:00 PM
875
884
20
0
5:00 PM
692
820
23
0
5:00 PM
851
1009
28
0
6:00 PM
613
626
23
0
6:00 PM
754
770
28
0
7:00 PM
559
587
15
0
7:00 PM
688
722
18
0
8:00 PM
431
434
20
0
8:00 PM
530
534
25
0
9:00 PM
321
303
9
0
9:00 PM
395
373
11
0
10:00 PM
222
210
7
0
10:00 PM
273
258
9
0
11:00 PM
143
127
2
0
11:00 PM
176
156
2
0
12:00 AM
80
72
0
0
12:00 AM
98
89
0
0
TOTAL
9,590
9,469
340
0
TOTAL
11,795
11,649
417
0
`
`
HOUR BEGIN
HOUR
TIME
NB
SB
EB
WB
BEGINNING
NB
SB
EB
WB
1:00 AM
1
0
0
1
1:00 AM
71
63
2
1
2:00 AM
1
0
0
1
2:00 AM
94
75
1
1
3:00 AM
1
0
0
1
3:00 AM
77
98
4
1
4:00 AM
1
0
0
3
4:00 AM
209
218
4
3
5:00 AM
3
1
0
4
5:00 AM
392
361
18
4
6:00 AM
6
2
0
8
6:00 AM
455
423
26
8
7:00 AM
14
6
0
20
7:00 AM
743
641
37
20
8:00 AM
12
5
0
17
8:00 AM
773
652
39
17
9:00 AM
10
4
0
14
9:00 AM
548
432
22
14
10:00 AM
8
3
0
11
10:00 AM
515
477
14
11
11:00 AM
10
4
0
14
11:00 AM
530
526
26
14
12:00 PM
10
4
0
15
12:00 PM
579
602
22
15
1:00 PM
9
3
0
13
1:00 PM
715
648
12
13
2:00 PM
11
4
0
15
2:00 PM
729
795
18
15
3:00 PM
12
5
0
17
3:00 PM
834
884
31
17
4:00 PM
15
6
0
20
4:00 PM
890
890
20
20
5:00 PM
17
7
0
25
5:00 PM
868
1016
28
25
6:00 PM
15
6
0
21
6:00 PM
769
776
28
21
7:00 PM
11
4
0
15
7:00 PM
699
726
18
15
8:00 PM
10
4
0
14
8:00 PM
540
538
25
14
9:00 PM
7
3
0
10
9:00 PM
402
376
11
10
10:00 PM
6
2
0
8
10:00 PM
279
260
9
8
11:00 PM
3
1
0
3
11:00 PM
179
157
2
3
12:00 AM
2
1
0
1
12:00 AM
100
90
0
1
TOTAL
195
75
0
271
TOTAL
11,990
11,724
417
271
Annual Growth Rate:
APPROACH TRAFFIC VOLUMES
2028 BACKGROUND PLUS FULL BUILD-OUT
SITE FULL BUILD-OUT
PROJECT TRAFFIC VOLUMES
75TH AVENUE & CAVALIER DRIVE
Approach Hourly Traffic Volumes
APPROACH TRAFFIC VOLUMES
75TH AVENUE & CAVALIER DRIVE
Approach Hourly Traffic Volumes
APPROACH TRAFFIC VOLUMES
12:00 AM to 12:00 PM
75TH AVENUE & CAVALIER DRIVE
Approach Hourly Traffic Volumes
April 8, 2021
EXISTING TRAFFIC VOLUMES
2028 BACKGROUND TRAFFIC VOLUMES
75TH AVENUE & CAVALIER DRIVE
Approach Hourly Traffic Volumes
APPROACH TRAFFIC VOLUMES
APPENDIX G: 2023 Level-of-Service Analysis
1: 75th Avenue & Cavalier Drive
2023 Background without Site - AM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
0.4
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
13
16
11
787
619
4
Future Vol, veh/h
13
16
11
787
619
4
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
0
-
0
-
-
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
14
17
12
855
673
4
Major/Minor
Minor2
Major1
Major2
Conflicting Flow All
1127
339
677
0
-
0
Stage 1
675
-
-
-
-
-
Stage 2
452
-
-
-
-
-
Critical Hdwy
6.84
6.94
4.14
-
-
-
Critical Hdwy Stg 1
5.84
-
-
-
-
-
Critical Hdwy Stg 2
5.84
-
-
-
-
-
Follow-up Hdwy
3.52
3.32
2.22
-
-
-
Pot Cap-1 Maneuver
198
657
911
-
-
-
Stage 1
467
-
-
-
-
-
Stage 2
608
-
-
-
-
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
195
657
911
-
-
-
Mov Cap-2 Maneuver
195
-
-
-
-
-
Stage 1
461
-
-
-
-
-
Stage 2
608
-
-
-
-
-
Approach
EB
NB
SB
HCM Control Delay, s
17.5
0.1
0
HCM LOS
C
Minor Lane/Major Mvmt
NBL
NBT EBLn1
SBT
SBR
Capacity (veh/h)
911
-
319
-
-
HCM Lane V/C Ratio
0.013
- 0.099
-
-
HCM Control Delay (s)
9
-
17.5
-
-
HCM Lane LOS
A
-
C
-
-
HCM 95th %tile Q(veh)
0
-
0.3
-
-
2: 75th Avenue & Bethany Home Road
2023 Background without Site - AM Peak Hour
HCM 6th Signalized Intersection Summary
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
80
629
126
119
405
123
129
521
162
128
412
52
Future Volume (veh/h)
80
629
126
119
405
123
129
521
162
128
412
52
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
87
684
137
129
440
134
140
566
176
139
448
57
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
234
839
374
220
710
214
498
1607
717
415
1606
716
Arrive On Green
0.04
0.24
0.24
0.07
0.26
0.26
0.06
0.45
0.45
0.06
0.45
0.45
Sat Flow, veh/h
1781
3554
1585
1781
2689
812
1781
3554
1585
1781
3554
1585
Grp Volume(v), veh/h
87
684
137
129
289
285
140
566
176
139
448
57
Grp Sat Flow(s),veh/h/ln
1781
1777
1585
1781
1777
1724
1781
1777
1585
1781
1777
1585
Q Serve(g_s), s
4.5
21.9
8.7
6.5
17.2
17.5
5.0
12.5
8.2
5.0
9.5
2.5
Cycle Q Clear(g_c), s
4.5
21.9
8.7
6.5
17.2
17.5
5.0
12.5
8.2
5.0
9.5
2.5
Prop In Lane
1.00
1.00
1.00
0.47
1.00
1.00
1.00
1.00
Lane Grp Cap(c), veh/h
234
839
374
220
469
455
498
1607
717
415
1606
716
V/C Ratio(X)
0.37
0.82
0.37
0.59
0.62
0.62
0.28
0.35
0.25
0.34
0.28
0.08
Avail Cap(c_a), veh/h
234
1244
555
230
681
661
571
1607
717
503
1606
716
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
33.8
43.4
38.3
33.4
38.8
38.9
16.0
21.4
20.3
16.4
20.6
18.7
Incr Delay (d2), s/veh
1.0
2.7
0.6
3.6
1.3
1.4
0.3
0.6
0.8
0.5
0.4
0.2
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
1.9
9.6
3.3
2.9
7.4
7.3
2.0
5.1
3.1
2.0
3.9
0.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
34.8
46.1
38.9
37.0
40.1
40.3
16.3
22.0
21.1
16.9
21.1
18.9
LnGrp LOS
C
D
D
D
D
D
B
C
C
B
C
B
Approach Vol, veh/h
908
703
882
644
Approach Delay, s/veh
43.9
39.6
20.9
20.0
Approach LOS
D
D
C
B
Timer - Assigned Phs
1
2
3
4
5
6
7
8
Phs Duration (G+Y+Rc), s
12.1
60.3
13.4
34.3
12.1
60.2
10.0
37.7
Change Period (Y+Rc), s
5.0
6.0
5.0
6.0
5.0
6.0
5.0
6.0
Max Green Setting (Gmax), s
13.0
34.0
9.0
42.0
12.0
35.0
5.0
46.0
Max Q Clear Time (g_c+I1), s
7.0
14.5
8.5
23.9
7.0
11.5
6.5
19.5
Green Ext Time (p_c), s
0.2
3.9
0.0
4.5
0.1
2.9
0.0
3.3
Intersection Summary
HCM 6th Ctrl Delay
31.6
HCM 6th LOS
C
2: 75th Avenue & Bethany Home Road
2023 Background without Site - AM Peak Hour
Queues
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Group Flow (vph)
87
684
137
129
574
140
566
176
139
448
57
v/c Ratio
0.37
0.76
0.27
0.60
0.57
0.28
0.40
0.24
0.32
0.31
0.08
Control Delay
28.6
47.0
6.5
35.6
35.7
16.9
28.2
5.1
17.4
27.0
0.2
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
28.6
47.0
6.5
35.6
35.7
16.9
28.2
5.1
17.4
27.0
0.2
Queue Length 50th (ft)
44
258
0
66
186
52
161
0
52
123
0
Queue Length 95th (ft)
72
301
45
100
223
100
246
51
100
193
0
Internal Link Dist (ft)
1021
590
814
611
Turn Bay Length (ft)
170
170
160
150
250
150
152
Base Capacity (vph)
233
1238
643
220
1333
523
1426
742
475
1425
707
Starvation Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.37
0.55
0.21
0.59
0.43
0.27
0.40
0.24
0.29
0.31
0.08
Intersection Summary
2: 75th Avenue & Bethany Home Road
2023 Background without Site - AM Peak Hour
Timings
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
80
629
126
119
405
129
521
162
128
412
52
Future Volume (vph)
80
629
126
119
405
129
521
162
128
412
52
Turn Type
pm+pt
NA
Perm
pm+pt
NA
pm+pt
NA
Perm
pm+pt
NA
Perm
Protected Phases
7
4
3
8
5
2
1
6
Permitted Phases
4
4
8
2
2
6
6
Detector Phase
7
4
4
3
8
5
2
2
1
6
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
10.0
24.0
24.0
10.0
24.0
10.0
24.0
24.0
16.0
24.0
24.0
Total Split (s)
10.0
48.0
48.0
14.0
52.0
17.0
40.0
40.0
18.0
41.0
41.0
Total Split (%)
8.3%
40.0%
40.0%
11.7%
43.3%
14.2%
33.3%
33.3%
15.0%
34.2%
34.2%
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
1.0
2.0
2.0
1.0
2.0
1.0
2.0
2.0
1.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
5.0
6.0
6.0
5.0
6.0
5.0
6.0
6.0
5.0
6.0
6.0
Lead/Lag
Lead
Lag
Lag
Lead
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Recall Mode
None
None
None
None
None
None
C-Max
C-Max
None
C-Max
C-Max
Act Effct Green (s)
36.4
30.4
30.4
44.0
34.2
59.8
48.4
48.4
59.7
48.3
48.3
Actuated g/C Ratio
0.30
0.25
0.25
0.37
0.28
0.50
0.40
0.40
0.50
0.40
0.40
v/c Ratio
0.37
0.76
0.27
0.60
0.57
0.28
0.40
0.24
0.32
0.31
0.08
Control Delay
28.6
47.0
6.5
35.6
35.7
16.9
28.2
5.1
17.4
27.0
0.2
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
28.6
47.0
6.5
35.6
35.7
16.9
28.2
5.1
17.4
27.0
0.2
LOS
C
D
A
D
D
B
C
A
B
C
A
Approach Delay
39.1
35.7
21.8
22.5
Approach LOS
D
D
C
C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 30.1
Intersection LOS: C
Intersection Capacity Utilization 63.8%
ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 2: 75th Avenue & Bethany Home Road
3: 74th Avenue & Bethany Home Road
2023 Background without Site - AM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
0.5
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
9
857
9
2
630
0
7
0
8
1
0
24
Future Vol, veh/h
9
857
9
2
630
0
7
0
8
1
0
24
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
170
-
-
160
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
10
932
10
2
685
0
8
0
9
1
0
26
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
685
0
0
942
0
0
1304
1646
471
1175
1651
343
Stage 1
-
-
-
-
-
-
957
957
-
689
689
-
Stage 2
-
-
-
-
-
-
347
689
-
486
962
-
Critical Hdwy
4.14
-
-
4.14
-
-
7.54
6.54
6.94
7.54
6.54
6.94
Critical Hdwy Stg 1
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Follow-up Hdwy
2.22
-
-
2.22
-
-
3.52
4.02
3.32
3.52
4.02
3.32
Pot Cap-1 Maneuver
904
-
-
724
-
-
118
98
539
147
98
653
Stage 1
-
-
-
-
-
-
277
334
-
402
445
-
Stage 2
-
-
-
-
-
-
642
445
-
531
332
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
904
-
-
724
-
-
112
97
539
143
97
653
Mov Cap-2 Maneuver
-
-
-
-
-
-
112
97
-
143
97
-
Stage 1
-
-
-
-
-
-
274
330
-
398
444
-
Stage 2
-
-
-
-
-
-
615
444
-
517
328
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.1
0
25.3
11.6
HCM LOS
D
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
194
904
-
-
724
-
-
571
HCM Lane V/C Ratio
0.084 0.011
-
- 0.003
-
- 0.048
HCM Control Delay (s)
25.3
9
-
-
10
-
-
11.6
HCM Lane LOS
D
A
-
-
A
-
-
B
HCM 95th %tile Q(veh)
0.3
0
-
-
0
-
-
0.1
1: 75th Avenue & Cavalier Drive
2023 Background without Site - PM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
0.5
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
17
8
13
712
907
17
Future Vol, veh/h
17
8
13
712
907
17
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
0
-
0
-
-
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
18
9
14
774
986
18
Major/Minor
Minor2
Major1
Major2
Conflicting Flow All
1410
502
1004
0
-
0
Stage 1
995
-
-
-
-
-
Stage 2
415
-
-
-
-
-
Critical Hdwy
6.84
6.94
4.14
-
-
-
Critical Hdwy Stg 1
5.84
-
-
-
-
-
Critical Hdwy Stg 2
5.84
-
-
-
-
-
Follow-up Hdwy
3.52
3.32
2.22
-
-
-
Pot Cap-1 Maneuver
129
515
686
-
-
-
Stage 1
318
-
-
-
-
-
Stage 2
635
-
-
-
-
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
126
515
686
-
-
-
Mov Cap-2 Maneuver
126
-
-
-
-
-
Stage 1
312
-
-
-
-
-
Stage 2
635
-
-
-
-
-
Approach
EB
NB
SB
HCM Control Delay, s
30.9
0.2
0
HCM LOS
D
Minor Lane/Major Mvmt
NBL
NBT EBLn1
SBT
SBR
Capacity (veh/h)
686
-
166
-
-
HCM Lane V/C Ratio
0.021
- 0.164
-
-
HCM Control Delay (s)
10.4
-
30.9
-
-
HCM Lane LOS
B
-
D
-
-
HCM 95th %tile Q(veh)
0.1
-
0.6
-
-
2: 75th Avenue & Bethany Home Road
2023 Background without Site - PM Peak Hour
HCM 6th Signalized Intersection Summary
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
45
535
107
204
710
109
143
561
185
137
680
79
Future Volume (veh/h)
45
535
107
204
710
109
143
561
185
137
680
79
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
49
582
116
222
772
118
155
610
201
149
739
86
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
151
814
363
282
888
136
363
1536
685
385
1529
682
Arrive On Green
0.03
0.23
0.23
0.09
0.29
0.29
0.07
0.43
0.43
0.06
0.43
0.43
Sat Flow, veh/h
1781
3554
1585
1781
3090
472
1781
3554
1585
1781
3554
1585
Grp Volume(v), veh/h
49
582
116
222
444
446
155
610
201
149
739
86
Grp Sat Flow(s),veh/h/ln
1781
1777
1585
1781
1777
1785
1781
1777
1585
1781
1777
1585
Q Serve(g_s), s
2.5
18.1
7.3
11.0
28.5
28.5
5.8
14.1
9.9
5.5
17.9
3.9
Cycle Q Clear(g_c), s
2.5
18.1
7.3
11.0
28.5
28.5
5.8
14.1
9.9
5.5
17.9
3.9
Prop In Lane
1.00
1.00
1.00
0.26
1.00
1.00
1.00
1.00
Lane Grp Cap(c), veh/h
151
814
363
282
511
513
363
1536
685
385
1529
682
V/C Ratio(X)
0.32
0.71
0.32
0.79
0.87
0.87
0.43
0.40
0.29
0.39
0.48
0.13
Avail Cap(c_a), veh/h
165
1066
476
282
622
625
425
1536
685
464
1529
682
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
35.6
42.6
38.5
33.0
40.6
40.6
18.5
23.4
22.2
17.8
24.6
20.6
Incr Delay (d2), s/veh
1.2
1.6
0.5
13.8
10.9
10.9
0.8
0.8
1.1
0.6
1.1
0.4
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
1.1
7.9
2.8
5.8
13.5
13.6
2.3
5.8
3.7
2.2
7.4
1.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
36.9
44.2
39.0
46.9
51.5
51.5
19.3
24.1
23.2
18.4
25.7
21.0
LnGrp LOS
D
D
D
D
D
D
B
C
C
B
C
C
Approach Vol, veh/h
747
1112
966
974
Approach Delay, s/veh
42.9
50.6
23.2
24.2
Approach LOS
D
D
C
C
Timer - Assigned Phs
1
2
3
4
5
6
7
8
Phs Duration (G+Y+Rc), s
12.6
57.9
16.0
33.5
12.9
57.6
9.0
40.5
Change Period (Y+Rc), s
5.0
6.0
5.0
6.0
5.0
6.0
5.0
6.0
Max Green Setting (Gmax), s
13.0
38.0
11.0
36.0
12.0
39.0
5.0
42.0
Max Q Clear Time (g_c+I1), s
7.5
16.1
13.0
20.1
7.8
19.9
4.5
30.5
Green Ext Time (p_c), s
0.2
4.4
0.0
3.5
0.1
4.8
0.0
4.0
Intersection Summary
HCM 6th Ctrl Delay
35.3
HCM 6th LOS
D
2: 75th Avenue & Bethany Home Road
2023 Background without Site - PM Peak Hour
Timings
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
45
535
107
204
710
143
561
185
137
680
79
Future Volume (vph)
45
535
107
204
710
143
561
185
137
680
79
Turn Type
pm+pt
NA
Perm
pm+pt
NA
pm+pt
NA
Perm
pm+pt
NA
Perm
Protected Phases
7
4
3
8
5
2
1
6
Permitted Phases
4
4
8
2
2
6
6
Detector Phase
7
4
4
3
8
5
2
2
1
6
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
10.0
24.0
24.0
10.0
24.0
10.0
24.0
24.0
16.0
24.0
24.0
Total Split (s)
10.0
42.0
42.0
16.0
48.0
17.0
44.0
44.0
18.0
45.0
45.0
Total Split (%)
8.3%
35.0%
35.0%
13.3%
40.0%
14.2%
36.7%
36.7%
15.0%
37.5%
37.5%
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
1.0
2.0
2.0
1.0
2.0
1.0
2.0
2.0
1.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
5.0
6.0
6.0
5.0
6.0
5.0
6.0
6.0
5.0
6.0
6.0
Lead/Lag
Lead
Lag
Lag
Lead
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Recall Mode
None
None
None
None
None
None
C-Max
C-Max
None
C-Max
C-Max
Act Effct Green (s)
35.9
29.9
29.9
46.9
37.9
58.1
46.5
46.5
58.2
46.6
46.6
Actuated g/C Ratio
0.30
0.25
0.25
0.39
0.32
0.48
0.39
0.39
0.48
0.39
0.39
v/c Ratio
0.33
0.66
0.22
0.78
0.81
0.45
0.44
0.27
0.38
0.54
0.12
Control Delay
27.5
43.7
2.4
44.2
43.2
20.8
30.1
5.0
19.1
31.7
0.3
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
27.5
43.7
2.4
44.2
43.2
20.8
30.1
5.0
19.1
31.7
0.3
LOS
C
D
A
D
D
C
C
A
B
C
A
Approach Delay
36.2
43.4
23.4
27.0
Approach LOS
D
D
C
C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 32.7
Intersection LOS: C
Intersection Capacity Utilization 72.3%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 2: 75th Avenue & Bethany Home Road
2: 75th Avenue & Bethany Home Road
2023 Background without Site - PM Peak Hour
Queues
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Group Flow (vph)
49
582
116
222
890
155
610
201
149
739
86
v/c Ratio
0.33
0.66
0.22
0.78
0.81
0.45
0.44
0.27
0.38
0.54
0.12
Control Delay
27.5
43.7
2.4
44.2
43.2
20.8
30.1
5.0
19.1
31.7
0.3
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
27.5
43.7
2.4
44.2
43.2
20.8
30.1
5.0
19.1
31.7
0.3
Queue Length 50th (ft)
23
210
0
116
330
62
186
0
59
236
0
Queue Length 95th (ft)
45
257
15
#176
385
110
264
53
106
324
0
Internal Link Dist (ft)
1021
590
814
611
Turn Bay Length (ft)
170
170
160
150
250
150
152
Base Capacity (vph)
148
1061
589
286
1224
367
1372
736
431
1374
715
Starvation Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.33
0.55
0.20
0.78
0.73
0.42
0.44
0.27
0.35
0.54
0.12
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
3: 74th Avenue & Bethany Home Road
2023 Background without Site - PM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
0.8
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
20
816
12
8
1085
0
5
1
8
7
0
12
Future Vol, veh/h
20
816
12
8
1085
0
5
1
8
7
0
12
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
170
-
-
160
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
22
887
13
9
1179
0
5
1
9
8
0
13
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
1179
0
0
900
0
0
1546
2135
450
1685
2141
590
Stage 1
-
-
-
-
-
-
938
938
-
1197
1197
-
Stage 2
-
-
-
-
-
-
608
1197
-
488
944
-
Critical Hdwy
4.14
-
-
4.14
-
-
7.54
6.54
6.94
7.54
6.54
6.94
Critical Hdwy Stg 1
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Follow-up Hdwy
2.22
-
-
2.22
-
-
3.52
4.02
3.32
3.52
4.02
3.32
Pot Cap-1 Maneuver
588
-
-
751
-
-
78
49
556
61
48
451
Stage 1
-
-
-
-
-
-
284
341
-
197
257
-
Stage 2
-
-
-
-
-
-
450
257
-
530
339
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
588
-
-
751
-
-
73
47
556
57
46
451
Mov Cap-2 Maneuver
-
-
-
-
-
-
73
47
-
57
46
-
Stage 1
-
-
-
-
-
-
273
328
-
190
254
-
Stage 2
-
-
-
-
-
-
432
254
-
501
326
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.3
0.1
35.3
38.8
HCM LOS
E
E
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
134
588
-
-
751
-
-
127
HCM Lane V/C Ratio
0.114 0.037
-
- 0.012
-
- 0.163
HCM Control Delay (s)
35.3
11.4
-
-
9.8
-
-
38.8
HCM Lane LOS
E
B
-
-
A
-
-
E
HCM 95th %tile Q(veh)
0.4
0.1
-
-
0
-
-
0.6
1: 75th Avenue & Cavalier Drive/Access A
2023 Total (Background with Site) - AM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
1.1
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
13
0
16
22
0
9
11
787
8
3
619
4
Future Vol, veh/h
13
0
16
22
0
9
11
787
8
3
619
4
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
0
-
-
0
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
14
0
17
24
0
10
12
855
9
3
673
4
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
1133
1569
339
1227
1567
432
677
0
0
864
0
0
Stage 1
681
681
-
884
884
-
-
-
-
-
-
-
Stage 2
452
888
-
343
683
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
158
110
657
134
110
572
911
-
-
774
-
-
Stage 1
407
448
-
307
362
-
-
-
-
-
-
-
Stage 2
557
360
-
646
447
-
-
-
-
-
-
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
153
108
657
129
108
572
911
-
-
774
-
-
Mov Cap-2 Maneuver
153
108
-
129
108
-
-
-
-
-
-
-
Stage 1
402
446
-
303
357
-
-
-
-
-
-
-
Stage 2
540
355
-
626
445
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
20.4
32.1
0.1
0
HCM LOS
C
D
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1WBLn1
SBL
SBT
SBR
Capacity (veh/h)
911
-
-
265
166
774
-
-
HCM Lane V/C Ratio
0.013
-
- 0.119 0.203 0.004
-
-
HCM Control Delay (s)
9
-
-
20.4
32.1
9.7
-
-
HCM Lane LOS
A
-
-
C
D
A
-
-
HCM 95th %tile Q(veh)
0
-
-
0.4
0.7
0
-
-
2: 75th Avenue & Bethany Home Road
2023 Total (Background with Site) - AM Peak Hour
HCM 6th Signalized Intersection Summary
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
81
630
126
121
407
125
129
525
163
133
425
56
Future Volume (veh/h)
81
630
126
121
407
125
129
525
163
133
425
56
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
88
685
137
132
442
136
140
571
177
145
462
61
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
239
829
370
222
682
208
499
1632
728
421
1638
731
Arrive On Green
0.05
0.23
0.23
0.07
0.25
0.25
0.06
0.46
0.46
0.06
0.46
0.46
Sat Flow, veh/h
1781
3554
1585
1781
2682
818
1781
3554
1585
1781
3554
1585
Grp Volume(v), veh/h
88
685
137
132
292
286
140
571
177
145
462
61
Grp Sat Flow(s),veh/h/ln
1781
1777
1585
1781
1777
1723
1781
1777
1585
1781
1777
1585
Q Serve(g_s), s
4.5
22.0
8.7
6.7
17.6
17.8
4.9
12.4
8.2
5.1
9.7
2.6
Cycle Q Clear(g_c), s
4.5
22.0
8.7
6.7
17.6
17.8
4.9
12.4
8.2
5.1
9.7
2.6
Prop In Lane
1.00
1.00
1.00
0.47
1.00
1.00
1.00
1.00
Lane Grp Cap(c), veh/h
239
829
370
222
452
438
499
1632
728
421
1638
731
V/C Ratio(X)
0.37
0.83
0.37
0.59
0.64
0.65
0.28
0.35
0.24
0.34
0.28
0.08
Avail Cap(c_a), veh/h
260
1125
502
294
652
632
580
1632
728
514
1638
731
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
33.4
43.7
38.6
33.7
39.9
40.0
15.6
20.9
19.7
15.9
20.0
18.1
Incr Delay (d2), s/veh
0.9
3.8
0.6
2.5
1.5
1.7
0.3
0.6
0.8
0.5
0.4
0.2
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
1.9
9.8
3.4
2.9
7.6
7.5
1.9
5.1
3.0
2.0
3.9
1.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
34.4
47.5
39.2
36.3
41.4
41.7
15.9
21.5
20.5
16.4
20.5
18.4
LnGrp LOS
C
D
D
D
D
D
B
C
C
B
C
B
Approach Vol, veh/h
910
710
888
668
Approach Delay, s/veh
45.0
40.6
20.4
19.4
Approach LOS
D
D
C
B
Timer - Assigned Phs
1
2
3
4
5
6
7
8
Phs Duration (G+Y+Rc), s
11.7
61.1
13.2
34.0
11.5
61.3
10.6
36.5
Change Period (Y+Rc), s
4.5
6.0
4.5
6.0
4.5
6.0
4.5
6.0
Max Green Setting (Gmax), s
13.5
34.0
13.5
38.0
12.5
35.0
7.5
44.0
Max Q Clear Time (g_c+I1), s
7.1
14.4
8.7
24.0
6.9
11.7
6.5
19.8
Green Ext Time (p_c), s
0.2
3.9
0.1
4.0
0.1
3.0
0.0
3.2
Intersection Summary
HCM 6th Ctrl Delay
31.7
HCM 6th LOS
C
2: 75th Avenue & Bethany Home Road
2023 Total (Background with Site) - AM Peak Hour
Queues
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Group Flow (vph)
88
685
137
132
578
140
571
177
145
462
61
v/c Ratio
0.33
0.77
0.27
0.53
0.58
0.29
0.41
0.24
0.34
0.33
0.09
Control Delay
25.0
47.5
5.3
30.0
35.9
18.0
29.7
5.4
18.7
28.2
0.2
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
25.0
47.5
5.3
30.0
35.9
18.0
29.7
5.4
18.7
28.2
0.2
Queue Length 50th (ft)
43
260
0
66
188
54
167
0
56
130
0
Queue Length 95th (ft)
68
303
38
96
220
106
258
53
109
204
0
Internal Link Dist (ft)
1021
590
814
611
Turn Bay Length (ft)
170
170
160
150
250
150
152
Base Capacity (vph)
270
1120
603
281
1276
511
1385
727
467
1395
714
Starvation Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.33
0.61
0.23
0.47
0.45
0.27
0.41
0.24
0.31
0.33
0.09
Intersection Summary
2: 75th Avenue & Bethany Home Road
2023 Total (Background with Site) - AM Peak Hour
Timings
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
81
630
126
121
407
129
525
163
133
425
56
Future Volume (vph)
81
630
126
121
407
129
525
163
133
425
56
Turn Type
pm+pt
NA
Perm
pm+pt
NA
pm+pt
NA
Perm
pm+pt
NA
Perm
Protected Phases
7
4
3
8
5
2
1
6
Permitted Phases
4
4
8
2
2
6
6
Detector Phase
7
4
4
3
8
5
2
2
1
6
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
9.5
24.0
24.0
9.5
24.0
9.5
24.0
24.0
9.5
24.0
24.0
Total Split (s)
12.0
44.0
44.0
18.0
50.0
17.0
40.0
40.0
18.0
41.0
41.0
Total Split (%)
10.0%
36.7%
36.7%
15.0%
41.7%
14.2%
33.3%
33.3%
15.0%
34.2%
34.2%
Yellow Time (s)
3.5
4.0
4.0
3.5
4.0
3.5
4.0
4.0
3.5
4.0
4.0
All-Red Time (s)
1.0
2.0
2.0
1.0
2.0
1.0
2.0
2.0
1.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.5
6.0
6.0
4.5
6.0
4.5
6.0
6.0
4.5
6.0
6.0
Lead/Lag
Lead
Lag
Lag
Lead
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Recall Mode
None
None
None
None
None
None
C-Max
C-Max
None
C-Max
C-Max
Act Effct Green (s)
39.0
30.2
30.2
46.4
34.1
58.7
47.0
47.0
59.4
47.3
47.3
Actuated g/C Ratio
0.32
0.25
0.25
0.39
0.28
0.49
0.39
0.39
0.50
0.39
0.39
v/c Ratio
0.33
0.77
0.27
0.53
0.58
0.29
0.41
0.24
0.34
0.33
0.09
Control Delay
25.0
47.5
5.3
30.0
35.9
18.0
29.7
5.4
18.7
28.2
0.2
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
25.0
47.5
5.3
30.0
35.9
18.0
29.7
5.4
18.7
28.2
0.2
LOS
C
D
A
C
D
B
C
A
B
C
A
Approach Delay
39.0
34.8
23.0
23.6
Approach LOS
D
C
C
C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 70
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 30.3
Intersection LOS: C
Intersection Capacity Utilization 63.5%
ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 2: 75th Avenue & Bethany Home Road
3: 74th Avenue & Bethany Home Road
2023 Total (Background with Site) - AM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
0.6
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
11
862
9
2
632
2
7
0
8
5
0
28
Future Vol, veh/h
11
862
9
2
632
2
7
0
8
5
0
28
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
170
-
-
160
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
12
937
10
2
687
2
8
0
9
5
0
30
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
689
0
0
947
0
0
1314
1659
474
1185
1663
345
Stage 1
-
-
-
-
-
-
966
966
-
692
692
-
Stage 2
-
-
-
-
-
-
348
693
-
493
971
-
Critical Hdwy
4.14
-
-
4.14
-
-
7.54
6.54
6.94
7.54
6.54
6.94
Critical Hdwy Stg 1
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Follow-up Hdwy
2.22
-
-
2.22
-
-
3.52
4.02
3.32
3.52
4.02
3.32
Pot Cap-1 Maneuver
901
-
-
721
-
-
116
97
537
144
96
651
Stage 1
-
-
-
-
-
-
273
331
-
400
443
-
Stage 2
-
-
-
-
-
-
641
443
-
526
329
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
901
-
-
721
-
-
109
95
537
140
94
651
Mov Cap-2 Maneuver
-
-
-
-
-
-
109
95
-
140
94
-
Stage 1
-
-
-
-
-
-
269
327
-
395
442
-
Stage 2
-
-
-
-
-
-
609
442
-
511
325
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.1
0
25.7
14.4
HCM LOS
D
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
190
901
-
-
721
-
-
419
HCM Lane V/C Ratio
0.086 0.013
-
- 0.003
-
- 0.086
HCM Control Delay (s)
25.7
9
-
-
10
-
-
14.4
HCM Lane LOS
D
A
-
-
B
-
-
B
HCM 95th %tile Q(veh)
0.3
0
-
-
0
-
-
0.3
4: 74th Avenue & Access B/Rose Lane
2023 Total (Background with Site) - AM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
10/14/2021
Intersection
Int Delay, s/veh
5.4
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
4
2
6
5
1
5
2
5
5
5
5
1
Future Vol, veh/h
4
2
6
5
1
5
2
5
5
5
5
1
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
4
2
7
5
1
5
2
5
5
5
5
1
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
31
30
6
32
28
8
6
0
0
10
0
0
Stage 1
16
16
-
12
12
-
-
-
-
-
-
-
Stage 2
15
14
-
20
16
-
-
-
-
-
-
-
Critical Hdwy
7.12
6.52
6.22
7.12
6.52
6.22
4.12
-
-
4.12
-
-
Critical Hdwy Stg 1
6.12
5.52
-
6.12
5.52
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.12
5.52
-
6.12
5.52
-
-
-
-
-
-
-
Follow-up Hdwy
3.518 4.018 3.318 3.518 4.018 3.318 2.218
-
- 2.218
-
-
Pot Cap-1 Maneuver
977
863
1077
976
865
1074
1615
-
-
1610
-
-
Stage 1
1004
882
-
1009
886
-
-
-
-
-
-
-
Stage 2
1005
884
-
999
882
-
-
-
-
-
-
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
968
860
1077
965
862
1074
1615
-
-
1610
-
-
Mov Cap-2 Maneuver
968
860
-
965
862
-
-
-
-
-
-
-
Stage 1
1003
879
-
1008
885
-
-
-
-
-
-
-
Stage 2
998
883
-
988
879
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
8.7
8.6
1.2
3.3
HCM LOS
A
A
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1WBLn1
SBL
SBT
SBR
Capacity (veh/h)
1615
-
-
998
1000
1610
-
-
HCM Lane V/C Ratio
0.001
-
- 0.013 0.012 0.003
-
-
HCM Control Delay (s)
7.2
0
-
8.7
8.6
7.2
0
-
HCM Lane LOS
A
A
-
A
A
A
A
-
HCM 95th %tile Q(veh)
0
-
-
0
0
0
-
-
1: 75th Avenue & Cavalier Drive/Access A
2023 Total (Background with Site) - PM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
1.2
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
17
0
8
15
0
6
13
712
25
10
907
17
Future Vol, veh/h
17
0
8
15
0
6
13
712
25
10
907
17
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
0
-
-
0
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
18
0
9
16
0
7
14
774
27
11
986
18
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
1432
1846
502
1331
1842
401
1004
0
0
801
0
0
Stage 1
1017
1017
-
816
816
-
-
-
-
-
-
-
Stage 2
415
829
-
515
1026
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
95
74
515
113
74
599
686
-
-
818
-
-
Stage 1
254
313
-
337
389
-
-
-
-
-
-
-
Stage 2
585
383
-
511
310
-
-
-
-
-
-
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
92
72
515
108
72
599
686
-
-
818
-
-
Mov Cap-2 Maneuver
92
72
-
108
72
-
-
-
-
-
-
-
Stage 1
249
309
-
330
381
-
-
-
-
-
-
-
Stage 2
567
375
-
496
306
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
41.6
35.4
0.2
0.1
HCM LOS
E
E
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1WBLn1
SBL
SBT
SBR
Capacity (veh/h)
686
-
-
125
141
818
-
-
HCM Lane V/C Ratio
0.021
-
- 0.217 0.162 0.013
-
-
HCM Control Delay (s)
10.4
-
-
41.6
35.4
9.5
-
-
HCM Lane LOS
B
-
-
E
E
A
-
-
HCM 95th %tile Q(veh)
0.1
-
-
0.8
0.6
0
-
-
2: 75th Avenue & Bethany Home Road
2023 Total (Background with Site) - PM Peak Hour
HCM 6th Signalized Intersection Summary
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
50
537
107
205
711
114
143
576
187
140
689
81
Future Volume (veh/h)
50
537
107
205
711
114
143
576
187
140
689
81
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
54
584
116
223
773
124
155
626
203
152
749
88
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
153
750
334
303
887
142
363
1551
692
384
1549
691
Arrive On Green
0.03
0.21
0.21
0.11
0.29
0.29
0.07
0.44
0.44
0.06
0.44
0.44
Sat Flow, veh/h
1781
3554
1585
1781
3067
492
1781
3554
1585
1781
3554
1585
Grp Volume(v), veh/h
54
584
116
223
448
449
155
626
203
152
749
88
Grp Sat Flow(s),veh/h/ln
1781
1777
1585
1781
1777
1782
1781
1777
1585
1781
1777
1585
Q Serve(g_s), s
2.8
18.6
7.5
11.3
28.7
28.7
5.7
14.5
9.9
5.6
18.1
4.0
Cycle Q Clear(g_c), s
2.8
18.6
7.5
11.3
28.7
28.7
5.7
14.5
9.9
5.6
18.1
4.0
Prop In Lane
1.00
1.00
1.00
0.28
1.00
1.00
1.00
1.00
Lane Grp Cap(c), veh/h
153
750
334
303
514
516
363
1551
692
384
1549
691
V/C Ratio(X)
0.35
0.78
0.35
0.74
0.87
0.87
0.43
0.40
0.29
0.40
0.48
0.13
Avail Cap(c_a), veh/h
173
859
383
376
622
624
433
1551
692
469
1549
691
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
36.9
44.7
40.3
32.3
40.5
40.5
18.2
23.1
21.8
17.5
24.2
20.2
Incr Delay (d2), s/veh
1.4
4.1
0.6
5.7
11.1
11.1
0.8
0.8
1.1
0.7
1.1
0.4
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
1.3
8.4
0.1
5.2
13.6
13.7
2.3
6.0
3.7
2.2
7.5
1.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
38.3
48.8
40.9
38.0
51.6
51.6
19.0
23.9
22.9
18.2
25.3
20.6
LnGrp LOS
D
D
D
D
D
D
B
C
C
B
C
C
Approach Vol, veh/h
754
1120
984
989
Approach Delay, s/veh
46.8
48.9
22.9
23.8
Approach LOS
D
D
C
C
Timer - Assigned Phs
1
2
3
4
5
6
7
8
Phs Duration (G+Y+Rc), s
12.2
58.4
18.1
31.3
12.3
58.3
8.7
40.7
Change Period (Y+Rc), s
4.5
6.0
4.5
6.0
4.5
6.0
4.5
6.0
Max Green Setting (Gmax), s
13.5
38.0
18.5
29.0
12.5
39.0
5.5
42.0
Max Q Clear Time (g_c+I1), s
7.6
16.5
13.3
20.6
7.7
20.1
4.8
30.7
Green Ext Time (p_c), s
0.2
4.5
0.3
2.5
0.1
4.8
0.0
4.0
Intersection Summary
HCM 6th Ctrl Delay
35.4
HCM 6th LOS
D
2: 75th Avenue & Bethany Home Road
2023 Total (Background with Site) - PM Peak Hour
Queues
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Group Flow (vph)
54
584
116
223
897
155
626
203
152
749
88
v/c Ratio
0.35
0.76
0.25
0.69
0.81
0.45
0.45
0.27
0.38
0.54
0.12
Control Delay
28.1
50.9
3.9
35.8
43.3
20.5
30.2
5.0
19.0
31.7
0.6
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
28.1
50.9
3.9
35.8
43.3
20.5
30.2
5.0
19.0
31.7
0.6
Queue Length 50th (ft)
25
222
0
115
332
61
191
0
60
239
0
Queue Length 95th (ft)
48
282
25
165
390
109
271
53
107
328
3
Internal Link Dist (ft)
1021
590
814
611
Turn Bay Length (ft)
170
170
160
150
250
150
152
Base Capacity (vph)
156
855
496
357
1223
372
1377
740
436
1381
709
Starvation Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.35
0.68
0.23
0.62
0.73
0.42
0.45
0.27
0.35
0.54
0.12
Intersection Summary
2: 75th Avenue & Bethany Home Road
2023 Total (Background with Site) - PM Peak Hour
Timings
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
50
537
107
205
711
143
576
187
140
689
81
Future Volume (vph)
50
537
107
205
711
143
576
187
140
689
81
Turn Type
pm+pt
NA
Perm
pm+pt
NA
pm+pt
NA
Perm
pm+pt
NA
Perm
Protected Phases
7
4
3
8
5
2
1
6
Permitted Phases
4
4
8
2
2
6
6
Detector Phase
7
4
4
3
8
5
2
2
1
6
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
9.5
24.0
24.0
9.5
24.0
9.5
24.0
24.0
9.5
24.0
24.0
Total Split (s)
10.0
35.0
35.0
23.0
48.0
17.0
44.0
44.0
18.0
45.0
45.0
Total Split (%)
8.3%
29.2%
29.2%
19.2%
40.0%
14.2%
36.7%
36.7%
15.0%
37.5%
37.5%
Yellow Time (s)
3.5
4.0
4.0
3.5
4.0
3.5
4.0
4.0
3.5
4.0
4.0
All-Red Time (s)
1.0
2.0
2.0
1.0
2.0
1.0
2.0
2.0
1.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.5
6.0
6.0
4.5
6.0
4.5
6.0
6.0
4.5
6.0
6.0
Lead/Lag
Lead
Lag
Lag
Lead
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Recall Mode
None
None
None
None
None
None
C-Max
C-Max
None
C-Max
C-Max
Act Effct Green (s)
33.0
26.0
26.0
47.5
38.0
58.8
46.7
46.7
59.1
46.8
46.8
Actuated g/C Ratio
0.28
0.22
0.22
0.40
0.32
0.49
0.39
0.39
0.49
0.39
0.39
v/c Ratio
0.35
0.76
0.25
0.69
0.81
0.45
0.45
0.27
0.38
0.54
0.12
Control Delay
28.1
50.9
3.9
35.8
43.3
20.5
30.2
5.0
19.0
31.7
0.6
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
28.1
50.9
3.9
35.8
43.3
20.5
30.2
5.0
19.0
31.7
0.6
LOS
C
D
A
D
D
C
C
A
B
C
A
Approach Delay
42.1
41.8
23.5
27.0
Approach LOS
D
D
C
C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 70
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 33.3
Intersection LOS: C
Intersection Capacity Utilization 71.9%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 2: 75th Avenue & Bethany Home Road
3: 74th Avenue & Bethany Home Road
2023 Total (Background with Site) - PM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
1
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
25
819
12
8
1090
5
5
1
8
10
0
15
Future Vol, veh/h
25
819
12
8
1090
5
5
1
8
10
0
15
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
170
-
-
160
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
27
890
13
9
1185
5
5
1
9
11
0
16
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
1190
0
0
903
0
0
1562
2159
452
1706
2163
595
Stage 1
-
-
-
-
-
-
951
951
-
1206
1206
-
Stage 2
-
-
-
-
-
-
611
1208
-
500
957
-
Critical Hdwy
4.14
-
-
4.14
-
-
7.54
6.54
6.94
7.54
6.54
6.94
Critical Hdwy Stg 1
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Follow-up Hdwy
2.22
-
-
2.22
-
-
3.52
4.02
3.32
3.52
4.02
3.32
Pot Cap-1 Maneuver
582
-
-
749
-
-
76
47
555
59
47
447
Stage 1
-
-
-
-
-
-
279
336
-
195
255
-
Stage 2
-
-
-
-
-
-
448
254
-
521
334
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
582
-
-
749
-
-
70
44
555
54
44
447
Mov Cap-2 Maneuver
-
-
-
-
-
-
70
44
-
54
44
-
Stage 1
-
-
-
-
-
-
266
321
-
186
252
-
Stage 2
-
-
-
-
-
-
426
251
-
487
319
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.3
0.1
36.6
46.2
HCM LOS
E
E
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
129
582
-
-
749
-
-
114
HCM Lane V/C Ratio
0.118 0.047
-
- 0.012
-
- 0.238
HCM Control Delay (s)
36.6
11.5
-
-
9.9
-
-
46.2
HCM Lane LOS
E
B
-
-
A
-
-
E
HCM 95th %tile Q(veh)
0.4
0.1
-
-
0
-
-
0.9
4: 74th Avenue & Access B
2023 Total (Background with Site) - PM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
10/14/2021
Intersection
Int Delay, s/veh
5.1
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
3
1
4
5
2
5
7
5
5
5
5
4
Future Vol, veh/h
3
1
4
5
2
5
7
5
5
5
5
4
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
3
1
4
5
2
5
8
5
5
5
5
4
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
44
43
7
44
43
8
9
0
0
10
0
0
Stage 1
17
17
-
24
24
-
-
-
-
-
-
-
Stage 2
27
26
-
20
19
-
-
-
-
-
-
-
Critical Hdwy
7.12
6.52
6.22
7.12
6.52
6.22
4.12
-
-
4.12
-
-
Critical Hdwy Stg 1
6.12
5.52
-
6.12
5.52
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.12
5.52
-
6.12
5.52
-
-
-
-
-
-
-
Follow-up Hdwy
3.518 4.018 3.318 3.518 4.018 3.318 2.218
-
- 2.218
-
-
Pot Cap-1 Maneuver
958
849
1075
958
849
1074
1611
-
-
1610
-
-
Stage 1
1002
881
-
994
875
-
-
-
-
-
-
-
Stage 2
990
874
-
999
880
-
-
-
-
-
-
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
946
842
1075
947
842
1074
1611
-
-
1610
-
-
Mov Cap-2 Maneuver
946
842
-
947
842
-
-
-
-
-
-
-
Stage 1
997
878
-
989
871
-
-
-
-
-
-
-
Stage 2
978
870
-
991
877
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
8.7
8.7
3
2.6
HCM LOS
A
A
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1WBLn1
SBL
SBT
SBR
Capacity (veh/h)
1611
-
-
990
975
1610
-
-
HCM Lane V/C Ratio
0.005
-
- 0.009 0.013 0.003
-
-
HCM Control Delay (s)
7.2
0
-
8.7
8.7
7.2
0
-
HCM Lane LOS
A
A
-
A
A
A
A
-
HCM 95th %tile Q(veh)
0
-
-
0
0
0
-
-
APPENDIX H: 2028 Level-of-Service Analysis
1: 75th Avenue & Cavalier Drive
2028 Background without Site - AM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
0.4
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
13
16
11
913
717
4
Future Vol, veh/h
13
16
11
913
717
4
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
0
-
0
-
-
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
14
17
12
992
779
4
Major/Minor
Minor2
Major1
Major2
Conflicting Flow All
1301
392
783
0
-
0
Stage 1
781
-
-
-
-
-
Stage 2
520
-
-
-
-
-
Critical Hdwy
6.84
6.94
4.14
-
-
-
Critical Hdwy Stg 1
5.84
-
-
-
-
-
Critical Hdwy Stg 2
5.84
-
-
-
-
-
Follow-up Hdwy
3.52
3.32
2.22
-
-
-
Pot Cap-1 Maneuver
153
607
831
-
-
-
Stage 1
412
-
-
-
-
-
Stage 2
561
-
-
-
-
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
151
607
831
-
-
-
Mov Cap-2 Maneuver
151
-
-
-
-
-
Stage 1
406
-
-
-
-
-
Stage 2
561
-
-
-
-
-
Approach
EB
NB
SB
HCM Control Delay, s
20.9
0.1
0
HCM LOS
C
Minor Lane/Major Mvmt
NBL
NBT EBLn1
SBT
SBR
Capacity (veh/h)
831
-
258
-
-
HCM Lane V/C Ratio
0.014
- 0.122
-
-
HCM Control Delay (s)
9.4
-
20.9
-
-
HCM Lane LOS
A
-
C
-
-
HCM 95th %tile Q(veh)
0
-
0.4
-
-
2: 75th Avenue & Bethany Home Road
2028 Background without Site - AM Peak Hour
HCM 6th Signalized Intersection Summary
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
92
729
146
138
470
143
150
604
188
149
477
60
Future Volume (veh/h)
92
729
146
138
470
143
150
604
188
149
477
60
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
100
792
159
150
511
155
163
657
204
162
518
65
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
250
946
422
230
774
234
436
1434
640
357
1433
639
Arrive On Green
0.06
0.27
0.27
0.08
0.29
0.29
0.07
0.40
0.40
0.07
0.40
0.40
Sat Flow, veh/h
1781
3554
1585
1781
2690
812
1781
3554
1585
1781
3554
1585
Grp Volume(v), veh/h
100
792
159
150
337
329
163
657
204
162
518
65
Grp Sat Flow(s),veh/h/ln
1781
1777
1585
1781
1777
1724
1781
1777
1585
1781
1777
1585
Q Serve(g_s), s
4.8
25.3
9.8
7.3
20.0
20.2
6.4
16.2
10.6
6.3
12.2
3.1
Cycle Q Clear(g_c), s
4.8
25.3
9.8
7.3
20.0
20.2
6.4
16.2
10.6
6.3
12.2
3.1
Prop In Lane
1.00
1.00
1.00
0.47
1.00
1.00
1.00
1.00
Lane Grp Cap(c), veh/h
250
946
422
230
511
496
436
1434
640
357
1433
639
V/C Ratio(X)
0.40
0.84
0.38
0.65
0.66
0.66
0.37
0.46
0.32
0.45
0.36
0.10
Avail Cap(c_a), veh/h
256
1214
542
241
652
632
489
1434
640
425
1433
639
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
30.8
41.6
35.9
31.8
37.5
37.6
19.1
26.2
24.5
19.7
25.0
22.3
Incr Delay (d2), s/veh
1.0
4.2
0.6
5.8
1.6
1.8
0.5
1.1
1.3
0.9
0.7
0.3
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
2.1
11.2
3.8
3.4
8.6
8.5
2.6
6.8
4.1
2.6
5.1
1.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
31.8
45.8
36.5
37.6
39.2
39.4
19.6
27.2
25.8
20.6
25.7
22.6
LnGrp LOS
C
D
D
D
D
D
B
C
C
C
C
C
Approach Vol, veh/h
1051
816
1024
745
Approach Delay, s/veh
43.1
39.0
25.7
24.3
Approach LOS
D
D
C
C
Timer - Assigned Phs
1
2
3
4
5
6
7
8
Phs Duration (G+Y+Rc), s
13.4
54.4
14.2
37.9
13.5
54.4
11.6
40.5
Change Period (Y+Rc), s
5.0
6.0
5.0
6.0
5.0
6.0
5.0
6.0
Max Green Setting (Gmax), s
13.0
34.0
10.0
41.0
12.0
35.0
7.0
44.0
Max Q Clear Time (g_c+I1), s
8.3
18.2
9.3
27.3
8.4
14.2
6.8
22.2
Green Ext Time (p_c), s
0.2
4.3
0.0
4.7
0.1
3.3
0.0
3.7
Intersection Summary
HCM 6th Ctrl Delay
33.4
HCM 6th LOS
C
2: 75th Avenue & Bethany Home Road
2028 Background without Site - AM Peak Hour
Queues
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Group Flow (vph)
100
792
159
150
666
163
657
204
162
518
65
v/c Ratio
0.40
0.79
0.29
0.67
0.62
0.39
0.52
0.29
0.45
0.41
0.10
Control Delay
25.6
45.2
8.4
36.2
35.5
20.9
33.8
5.5
22.3
31.6
0.7
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
25.6
45.2
8.4
36.2
35.5
20.9
33.8
5.5
22.3
31.6
0.7
Queue Length 50th (ft)
47
296
13
72
217
68
213
0
68
160
0
Queue Length 95th (ft)
75
342
60
107
257
123
301
57
123
230
3
Internal Link Dist (ft)
1021
590
814
611
Turn Bay Length (ft)
170
170
160
150
250
150
152
Base Capacity (vph)
248
1209
630
228
1275
441
1267
697
388
1272
645
Starvation Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.40
0.66
0.25
0.66
0.52
0.37
0.52
0.29
0.42
0.41
0.10
Intersection Summary
2: 75th Avenue & Bethany Home Road
2028 Background without Site - AM Peak Hour
Timings
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
92
729
146
138
470
150
604
188
149
477
60
Future Volume (vph)
92
729
146
138
470
150
604
188
149
477
60
Turn Type
pm+pt
NA
Perm
pm+pt
NA
pm+pt
NA
Perm
pm+pt
NA
Perm
Protected Phases
7
4
3
8
5
2
1
6
Permitted Phases
4
4
8
2
2
6
6
Detector Phase
7
4
4
3
8
5
2
2
1
6
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
10.0
24.0
24.0
10.0
24.0
10.0
24.0
24.0
16.0
24.0
24.0
Total Split (s)
12.0
47.0
47.0
15.0
50.0
17.0
40.0
40.0
18.0
41.0
41.0
Total Split (%)
10.0%
39.2%
39.2%
12.5%
41.7%
14.2%
33.3%
33.3%
15.0%
34.2%
34.2%
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
1.0
2.0
2.0
1.0
2.0
1.0
2.0
2.0
1.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
5.0
6.0
6.0
5.0
6.0
5.0
6.0
6.0
5.0
6.0
6.0
Lead/Lag
Lead
Lag
Lag
Lead
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Recall Mode
None
None
None
None
None
None
C-Max
C-Max
None
C-Max
C-Max
Act Effct Green (s)
42.2
34.2
34.2
47.7
37.0
54.9
43.0
43.0
55.3
43.2
43.2
Actuated g/C Ratio
0.35
0.28
0.28
0.40
0.31
0.46
0.36
0.36
0.46
0.36
0.36
v/c Ratio
0.40
0.79
0.29
0.67
0.62
0.39
0.52
0.29
0.45
0.41
0.10
Control Delay
25.6
45.2
8.4
36.2
35.5
20.9
33.8
5.5
22.3
31.6
0.7
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
25.6
45.2
8.4
36.2
35.5
20.9
33.8
5.5
22.3
31.6
0.7
LOS
C
D
A
D
D
C
C
A
C
C
A
Approach Delay
37.8
35.6
26.1
26.9
Approach LOS
D
D
C
C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 31.8
Intersection LOS: C
Intersection Capacity Utilization 71.1%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 2: 75th Avenue & Bethany Home Road
3: 74th Avenue & Bethany Home Road
2028 Background without Site - AM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
0.5
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
9
994
9
2
731
0
7
0
8
1
0
24
Future Vol, veh/h
9
994
9
2
731
0
7
0
8
1
0
24
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
170
-
-
160
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
10
1080
10
2
795
0
8
0
9
1
0
26
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
795
0
0
1090
0
0
1507
1904
545
1359
1909
398
Stage 1
-
-
-
-
-
-
1105
1105
-
799
799
-
Stage 2
-
-
-
-
-
-
402
799
-
560
1110
-
Critical Hdwy
4.14
-
-
4.14
-
-
7.54
6.54
6.94
7.54
6.54
6.94
Critical Hdwy Stg 1
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Follow-up Hdwy
2.22
-
-
2.22
-
-
3.52
4.02
3.32
3.52
4.02
3.32
Pot Cap-1 Maneuver
822
-
-
636
-
-
83
68
482
107
68
601
Stage 1
-
-
-
-
-
-
225
285
-
345
396
-
Stage 2
-
-
-
-
-
-
596
396
-
480
283
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
822
-
-
636
-
-
78
67
482
104
67
601
Mov Cap-2 Maneuver
-
-
-
-
-
-
78
67
-
104
67
-
Stage 1
-
-
-
-
-
-
222
282
-
341
395
-
Stage 2
-
-
-
-
-
-
568
395
-
466
280
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.1
0
33.8
12.5
HCM LOS
D
B
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
141
822
-
-
636
-
-
505
HCM Lane V/C Ratio
0.116 0.012
-
- 0.003
-
- 0.054
HCM Control Delay (s)
33.8
9.4
-
-
10.7
-
-
12.5
HCM Lane LOS
D
A
-
-
B
-
-
B
HCM 95th %tile Q(veh)
0.4
0
-
-
0
-
-
0.2
1: 75th Avenue & Cavalier Drive
2028 Background without Site - PM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
0.6
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
17
8
13
825
1052
17
Future Vol, veh/h
17
8
13
825
1052
17
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
- None
- None
- None
Storage Length
0
-
0
-
-
-
Veh in Median Storage, #
0
-
-
0
0
-
Grade, %
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
18
9
14
897
1143
18
Major/Minor
Minor2
Major1
Major2
Conflicting Flow All
1629
581
1161
0
-
0
Stage 1
1152
-
-
-
-
-
Stage 2
477
-
-
-
-
-
Critical Hdwy
6.84
6.94
4.14
-
-
-
Critical Hdwy Stg 1
5.84
-
-
-
-
-
Critical Hdwy Stg 2
5.84
-
-
-
-
-
Follow-up Hdwy
3.52
3.32
2.22
-
-
-
Pot Cap-1 Maneuver
93
457
597
-
-
-
Stage 1
263
-
-
-
-
-
Stage 2
590
-
-
-
-
-
Platoon blocked, %
-
-
-
Mov Cap-1 Maneuver
91
457
597
-
-
-
Mov Cap-2 Maneuver
91
-
-
-
-
-
Stage 1
257
-
-
-
-
-
Stage 2
590
-
-
-
-
-
Approach
EB
NB
SB
HCM Control Delay, s
42.8
0.2
0
HCM LOS
E
Minor Lane/Major Mvmt
NBL
NBT EBLn1
SBT
SBR
Capacity (veh/h)
597
-
122
-
-
HCM Lane V/C Ratio
0.024
- 0.223
-
-
HCM Control Delay (s)
11.2
-
42.8
-
-
HCM Lane LOS
B
-
E
-
-
HCM 95th %tile Q(veh)
0.1
-
0.8
-
-
2: 75th Avenue & Bethany Home Road
2028 Background without Site - PM Peak Hour
HCM 6th Signalized Intersection Summary
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
52
620
124
236
823
127
166
651
214
159
788
91
Future Volume (veh/h)
52
620
124
236
823
127
166
651
214
159
788
91
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
57
674
135
257
895
138
180
708
233
173
857
99
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
147
883
394
302
992
153
308
1366
609
332
1357
605
Arrive On Green
0.04
0.25
0.25
0.11
0.32
0.32
0.08
0.38
0.38
0.08
0.38
0.38
Sat Flow, veh/h
1781
3554
1585
1781
3086
476
1781
3554
1585
1781
3554
1585
Grp Volume(v), veh/h
57
674
135
257
515
518
180
708
233
173
857
99
Grp Sat Flow(s),veh/h/ln
1781
1777
1585
1781
1777
1785
1781
1777
1585
1781
1777
1585
Q Serve(g_s), s
2.8
21.1
8.4
12.7
33.3
33.3
7.3
18.4
12.7
7.0
23.6
4.9
Cycle Q Clear(g_c), s
2.8
21.1
8.4
12.7
33.3
33.3
7.3
18.4
12.7
7.0
23.6
4.9
Prop In Lane
1.00
1.00
1.00
0.27
1.00
1.00
1.00
1.00
Lane Grp Cap(c), veh/h
147
883
394
302
571
574
308
1366
609
332
1357
605
V/C Ratio(X)
0.39
0.76
0.34
0.85
0.90
0.90
0.58
0.52
0.38
0.52
0.63
0.16
Avail Cap(c_a), veh/h
173
1036
462
302
622
625
347
1366
609
361
1357
605
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
34.6
41.8
37.0
30.9
38.9
38.9
22.8
28.4
26.7
21.5
30.2
24.5
Incr Delay (d2), s/veh
1.7
2.9
0.5
20.1
15.7
15.7
2.0
1.4
1.8
1.3
2.2
0.6
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
1.3
9.3
3.2
6.9
16.3
16.4
3.1
7.8
4.9
2.9
10.1
1.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
36.2
44.7
37.6
51.1
54.6
54.6
24.8
29.8
28.5
22.8
32.5
25.0
LnGrp LOS
D
D
D
D
D
D
C
C
C
C
C
C
Approach Vol, veh/h
866
1290
1121
1129
Approach Delay, s/veh
43.0
53.9
28.7
30.3
Approach LOS
D
D
C
C
Timer - Assigned Phs
1
2
3
4
5
6
7
8
Phs Duration (G+Y+Rc), s
14.1
52.1
18.0
35.8
14.4
51.8
9.3
44.6
Change Period (Y+Rc), s
5.0
6.0
5.0
6.0
5.0
6.0
5.0
6.0
Max Green Setting (Gmax), s
11.0
39.0
13.0
35.0
12.0
38.0
6.0
42.0
Max Q Clear Time (g_c+I1), s
9.0
20.4
14.7
23.1
9.3
25.6
4.8
35.3
Green Ext Time (p_c), s
0.1
5.0
0.0
3.6
0.1
4.6
0.0
3.3
Intersection Summary
HCM 6th Ctrl Delay
39.3
HCM 6th LOS
D
2: 75th Avenue & Bethany Home Road
2028 Background without Site - PM Peak Hour
Queues
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Group Flow (vph)
57
674
135
257
1033
180
708
233
173
857
99
v/c Ratio
0.38
0.72
0.25
0.86
0.86
0.66
0.56
0.33
0.54
0.69
0.15
Control Delay
27.5
44.2
3.7
50.4
44.7
30.6
34.2
5.0
25.1
38.2
0.8
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
27.5
44.2
3.7
50.4
44.7
30.6
34.2
5.0
25.1
38.2
0.8
Queue Length 50th (ft)
25
240
0
125
380
81
242
0
77
314
0
Queue Length 95th (ft)
50
306
30
#237
470
129
308
56
125
392
3
Internal Link Dist (ft)
1021
590
814
611
Turn Bay Length (ft)
170
170
160
150
250
150
152
Base Capacity (vph)
150
1032
577
300
1224
287
1261
713
331
1238
660
Starvation Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.38
0.65
0.23
0.86
0.84
0.63
0.56
0.33
0.52
0.69
0.15
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
2: 75th Avenue & Bethany Home Road
2028 Background without Site - PM Peak Hour
Timings
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
52
620
124
236
823
166
651
214
159
788
91
Future Volume (vph)
52
620
124
236
823
166
651
214
159
788
91
Turn Type
pm+pt
NA
Perm
pm+pt
NA
pm+pt
NA
Perm
pm+pt
NA
Perm
Protected Phases
7
4
3
8
5
2
1
6
Permitted Phases
4
4
8
2
2
6
6
Detector Phase
7
4
4
3
8
5
2
2
1
6
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
10.0
24.0
24.0
10.0
24.0
10.0
24.0
24.0
16.0
24.0
24.0
Total Split (s)
11.0
41.0
41.0
18.0
48.0
17.0
45.0
45.0
16.0
44.0
44.0
Total Split (%)
9.2%
34.2%
34.2%
15.0%
40.0%
14.2%
37.5%
37.5%
13.3%
36.7%
36.7%
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
1.0
2.0
2.0
1.0
2.0
1.0
2.0
2.0
1.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
5.0
6.0
6.0
5.0
6.0
5.0
6.0
6.0
5.0
6.0
6.0
Lead/Lag
Lead
Lag
Lag
Lead
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Recall Mode
None
None
None
None
None
None
C-Max
C-Max
None
C-Max
C-Max
Act Effct Green (s)
38.9
32.0
32.0
51.0
41.2
54.8
42.8
42.8
53.3
42.0
42.0
Actuated g/C Ratio
0.32
0.27
0.27
0.42
0.34
0.46
0.36
0.36
0.44
0.35
0.35
v/c Ratio
0.38
0.72
0.25
0.86
0.86
0.66
0.56
0.33
0.54
0.69
0.15
Control Delay
27.5
44.2
3.7
50.4
44.7
30.6
34.2
5.0
25.1
38.2
0.8
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
27.5
44.2
3.7
50.4
44.7
30.6
34.2
5.0
25.1
38.2
0.8
LOS
C
D
A
D
D
C
C
A
C
D
A
Approach Delay
36.8
45.8
27.6
32.9
Approach LOS
D
D
C
C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 80
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay: 36.1
Intersection LOS: D
Intersection Capacity Utilization 80.3%
ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 2: 75th Avenue & Bethany Home Road
3: 74th Avenue & Bethany Home Road
2028 Background without Site - PM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
1
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
20
946
12
8
1258
0
5
1
8
7
0
12
Future Vol, veh/h
20
946
12
8
1258
0
5
1
8
7
0
12
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
170
-
-
160
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
22
1028
13
9
1367
0
5
1
9
8
0
13
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
1367
0
0
1041
0
0
1781
2464
521
1944
2470
684
Stage 1
-
-
-
-
-
-
1079
1079
-
1385
1385
-
Stage 2
-
-
-
-
-
-
702
1385
-
559
1085
-
Critical Hdwy
4.14
-
-
4.14
-
-
7.54
6.54
6.94
7.54
6.54
6.94
Critical Hdwy Stg 1
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Follow-up Hdwy
2.22
-
-
2.22
-
-
3.52
4.02
3.32
3.52
4.02
3.32
Pot Cap-1 Maneuver
498
-
-
664
-
-
52
30
500
39
30
391
Stage 1
-
-
-
-
-
-
233
293
-
151
209
-
Stage 2
-
-
-
-
-
-
395
209
-
481
291
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
498
-
-
664
-
-
48
28
500
36
28
391
Mov Cap-2 Maneuver
-
-
-
-
-
-
48
28
-
36
28
-
Stage 1
-
-
-
-
-
-
223
280
-
144
206
-
Stage 2
-
-
-
-
-
-
377
206
-
450
278
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.3
0.1
53
61.3
HCM LOS
F
F
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
90
498
-
-
664
-
-
84
HCM Lane V/C Ratio
0.169 0.044
-
- 0.013
-
- 0.246
HCM Control Delay (s)
53
12.6
-
-
10.5
-
-
61.3
HCM Lane LOS
F
B
-
-
B
-
-
F
HCM 95th %tile Q(veh)
0.6
0.1
-
-
0
-
-
0.9
1: 75th Avenue & Cavalier Drive/Access A
2028 Total (Background with Site) - AM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
1.3
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
13
0
16
22
0
9
11
913
8
3
717
4
Future Vol, veh/h
13
0
16
22
0
9
11
913
8
3
717
4
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
0
-
-
0
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
14
0
17
24
0
10
12
992
9
3
779
4
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
1307
1812
392
1417
1810
501
783
0
0
1001
0
0
Stage 1
787
787
-
1021
1021
-
-
-
-
-
-
-
Stage 2
520
1025
-
396
789
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
117
78
607
97
78
515
831
-
-
687
-
-
Stage 1
351
401
-
253
312
-
-
-
-
-
-
-
Stage 2
507
311
-
601
400
-
-
-
-
-
-
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
113
77
607
93
77
515
831
-
-
687
-
-
Mov Cap-2 Maneuver
113
77
-
93
77
-
-
-
-
-
-
-
Stage 1
346
399
-
249
308
-
-
-
-
-
-
-
Stage 2
490
307
-
581
398
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
25.7
45.4
0.1
0
HCM LOS
D
E
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1WBLn1
SBL
SBT
SBR
Capacity (veh/h)
831
-
-
205
122
687
-
-
HCM Lane V/C Ratio
0.014
-
- 0.154 0.276 0.005
-
-
HCM Control Delay (s)
9.4
-
-
25.7
45.4
10.3
-
-
HCM Lane LOS
A
-
-
D
E
B
-
-
HCM 95th %tile Q(veh)
0
-
-
0.5
1
0
-
-
2: 75th Avenue & Bethany Home Road
2028 Total (Background with Site) - AM Peak Hour
HCM 6th Signalized Intersection Summary
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
94
730
146
140
472
144
150
608
189
153
490
65
Future Volume (veh/h)
94
730
146
140
472
144
150
608
189
153
490
65
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
102
793
159
152
513
157
163
661
205
166
533
71
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
248
932
416
230
764
233
438
1469
655
365
1473
657
Arrive On Green
0.06
0.26
0.26
0.08
0.28
0.28
0.07
0.41
0.41
0.07
0.41
0.41
Sat Flow, veh/h
1781
3554
1585
1781
2683
817
1781
3554
1585
1781
3554
1585
Grp Volume(v), veh/h
102
793
159
152
339
331
163
661
205
166
533
71
Grp Sat Flow(s),veh/h/ln
1781
1777
1585
1781
1777
1723
1781
1777
1585
1781
1777
1585
Q Serve(g_s), s
5.0
25.4
9.9
7.4
20.2
20.4
6.2
16.1
10.5
6.4
12.4
3.3
Cycle Q Clear(g_c), s
5.0
25.4
9.9
7.4
20.2
20.4
6.2
16.1
10.5
6.4
12.4
3.3
Prop In Lane
1.00
1.00
1.00
0.47
1.00
1.00
1.00
1.00
Lane Grp Cap(c), veh/h
248
932
416
230
506
491
438
1469
655
365
1473
657
V/C Ratio(X)
0.41
0.85
0.38
0.66
0.67
0.68
0.37
0.45
0.31
0.46
0.36
0.11
Avail Cap(c_a), veh/h
259
1125
502
290
652
632
499
1469
655
439
1473
657
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
31.1
42.0
36.3
31.9
37.9
38.0
18.4
25.4
23.7
19.1
24.2
21.5
Incr Delay (d2), s/veh
1.1
5.5
0.6
3.8
1.8
1.9
0.5
1.0
1.2
0.9
0.7
0.3
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
2.1
11.4
3.8
3.3
8.7
8.6
2.5
6.7
4.0
2.6
5.1
1.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
32.2
47.5
36.9
35.7
39.7
39.9
19.0
26.4
25.0
20.0
24.9
21.9
LnGrp LOS
C
D
D
D
D
D
B
C
C
B
C
C
Approach Vol, veh/h
1054
822
1029
770
Approach Delay, s/veh
44.4
39.1
24.9
23.6
Approach LOS
D
D
C
C
Timer - Assigned Phs
1
2
3
4
5
6
7
8
Phs Duration (G+Y+Rc), s
13.0
55.6
13.9
37.5
12.9
55.7
11.2
40.2
Change Period (Y+Rc), s
4.5
6.0
4.5
6.0
4.5
6.0
4.5
6.0
Max Green Setting (Gmax), s
13.5
34.0
13.5
38.0
12.5
35.0
7.5
44.0
Max Q Clear Time (g_c+I1), s
8.4
18.1
9.4
27.4
8.2
14.4
7.0
22.4
Green Ext Time (p_c), s
0.2
4.3
0.1
4.0
0.1
3.4
0.0
3.8
Intersection Summary
HCM 6th Ctrl Delay
33.4
HCM 6th LOS
C
2: 75th Avenue & Bethany Home Road
2028 Total (Background with Site) - AM Peak Hour
Queues
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Group Flow (vph)
102
793
159
152
670
163
661
205
166
533
71
v/c Ratio
0.39
0.80
0.29
0.62
0.61
0.39
0.53
0.30
0.46
0.42
0.11
Control Delay
24.6
46.8
7.0
32.0
34.7
21.2
34.3
5.6
22.6
32.1
0.3
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
24.6
46.8
7.0
32.0
34.7
21.2
34.3
5.6
22.6
32.1
0.3
Queue Length 50th (ft)
46
297
5
71
215
69
216
0
70
167
0
Queue Length 95th (ft)
76
356
54
109
258
122
304
57
125
237
0
Internal Link Dist (ft)
1021
590
814
611
Turn Bay Length (ft)
170
170
160
150
250
150
152
Base Capacity (vph)
262
1120
603
271
1276
440
1256
694
391
1265
662
Starvation Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.39
0.71
0.26
0.56
0.53
0.37
0.53
0.30
0.42
0.42
0.11
Intersection Summary
2: 75th Avenue & Bethany Home Road
2028 Total (Background with Site) - AM Peak Hour
Timings
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
94
730
146
140
472
150
608
189
153
490
65
Future Volume (vph)
94
730
146
140
472
150
608
189
153
490
65
Turn Type
pm+pt
NA
Perm
pm+pt
NA
pm+pt
NA
Perm
pm+pt
NA
Perm
Protected Phases
7
4
3
8
5
2
1
6
Permitted Phases
4
4
8
2
2
6
6
Detector Phase
7
4
4
3
8
5
2
2
1
6
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
9.5
24.0
24.0
9.5
24.0
9.5
24.0
24.0
9.5
24.0
24.0
Total Split (s)
12.0
44.0
44.0
18.0
50.0
17.0
40.0
40.0
18.0
41.0
41.0
Total Split (%)
10.0%
36.7%
36.7%
15.0%
41.7%
14.2%
33.3%
33.3%
15.0%
34.2%
34.2%
Yellow Time (s)
3.5
4.0
4.0
3.5
4.0
3.5
4.0
4.0
3.5
4.0
4.0
All-Red Time (s)
1.0
2.0
2.0
1.0
2.0
1.0
2.0
2.0
1.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.5
6.0
6.0
4.5
6.0
4.5
6.0
6.0
4.5
6.0
6.0
Lead/Lag
Lead
Lag
Lag
Lead
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Recall Mode
None
None
None
None
None
None
C-Max
C-Max
None
C-Max
C-Max
Act Effct Green (s)
42.3
33.5
33.5
50.2
37.7
55.1
42.6
42.6
55.8
42.9
42.9
Actuated g/C Ratio
0.35
0.28
0.28
0.42
0.31
0.46
0.36
0.36
0.46
0.36
0.36
v/c Ratio
0.39
0.80
0.29
0.62
0.61
0.39
0.53
0.30
0.46
0.42
0.11
Control Delay
24.6
46.8
7.0
32.0
34.7
21.2
34.3
5.6
22.6
32.1
0.3
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
24.6
46.8
7.0
32.0
34.7
21.2
34.3
5.6
22.6
32.1
0.3
LOS
C
D
A
C
C
C
C
A
C
C
A
Approach Delay
38.7
34.2
26.5
27.1
Approach LOS
D
C
C
C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 70
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay: 31.9
Intersection LOS: C
Intersection Capacity Utilization 70.7%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 2: 75th Avenue & Bethany Home Road
3: 74th Avenue & Bethany Home Road
2028 Total (Background with Site) - AM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
0.6
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
11
998
9
2
732
2
7
0
8
5
0
28
Future Vol, veh/h
11
998
9
2
732
2
7
0
8
5
0
28
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
170
-
-
160
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
12
1085
10
2
796
2
8
0
9
5
0
30
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
798
0
0
1095
0
0
1516
1916
548
1368
1920
399
Stage 1
-
-
-
-
-
-
1114
1114
-
801
801
-
Stage 2
-
-
-
-
-
-
402
802
-
567
1119
-
Critical Hdwy
4.14
-
-
4.14
-
-
7.54
6.54
6.94
7.54
6.54
6.94
Critical Hdwy Stg 1
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Follow-up Hdwy
2.22
-
-
2.22
-
-
3.52
4.02
3.32
3.52
4.02
3.32
Pot Cap-1 Maneuver
820
-
-
633
-
-
82
67
480
106
66
601
Stage 1
-
-
-
-
-
-
222
282
-
344
395
-
Stage 2
-
-
-
-
-
-
596
395
-
476
280
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
820
-
-
633
-
-
77
66
480
103
65
601
Mov Cap-2 Maneuver
-
-
-
-
-
-
77
66
-
103
65
-
Stage 1
-
-
-
-
-
-
219
278
-
339
394
-
Stage 2
-
-
-
-
-
-
564
394
-
461
276
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.1
0
34.3
16.6
HCM LOS
D
C
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
139
820
-
-
633
-
-
347
HCM Lane V/C Ratio
0.117 0.015
-
- 0.003
-
- 0.103
HCM Control Delay (s)
34.3
9.5
-
-
10.7
-
-
16.6
HCM Lane LOS
D
A
-
-
B
-
-
C
HCM 95th %tile Q(veh)
0.4
0
-
-
0
-
-
0.3
4: 74th Avenue & Access B
2028 Total (Background with Site) - AM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
10/14/2021
Intersection
Int Delay, s/veh
5
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
4
2
6
5
1
2
2
5
5
2
5
1
Future Vol, veh/h
4
2
6
5
1
2
2
5
5
2
5
1
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
4
2
7
5
1
2
2
5
5
2
5
1
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
23
24
6
26
22
8
6
0
0
10
0
0
Stage 1
10
10
-
12
12
-
-
-
-
-
-
-
Stage 2
13
14
-
14
10
-
-
-
-
-
-
-
Critical Hdwy
7.12
6.52
6.22
7.12
6.52
6.22
4.12
-
-
4.12
-
-
Critical Hdwy Stg 1
6.12
5.52
-
6.12
5.52
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.12
5.52
-
6.12
5.52
-
-
-
-
-
-
-
Follow-up Hdwy
3.518 4.018 3.318 3.518 4.018 3.318 2.218
-
- 2.218
-
-
Pot Cap-1 Maneuver
989
869
1077
984
872
1074
1615
-
-
1610
-
-
Stage 1
1011
887
-
1009
886
-
-
-
-
-
-
-
Stage 2
1007
884
-
1006
887
-
-
-
-
-
-
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
985
867
1077
975
870
1074
1615
-
-
1610
-
-
Mov Cap-2 Maneuver
985
867
-
975
870
-
-
-
-
-
-
-
Stage 1
1010
886
-
1008
885
-
-
-
-
-
-
-
Stage 2
1003
883
-
996
886
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
8.6
8.7
1.2
1.8
HCM LOS
A
A
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1WBLn1
SBL
SBT
SBR
Capacity (veh/h)
1615
-
-
1005
983
1610
-
-
HCM Lane V/C Ratio
0.001
-
- 0.013 0.009 0.001
-
-
HCM Control Delay (s)
7.2
0
-
8.6
8.7
7.2
0
-
HCM Lane LOS
A
A
-
A
A
A
A
-
HCM 95th %tile Q(veh)
0
-
-
0
0
0
-
-
1: 75th Avenue & Cavalier Drive/Access A
2028 Total (Background with Site) - PM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
1.5
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
17
0
8
15
0
6
13
825
25
10
1052
17
Future Vol, veh/h
17
0
8
15
0
6
13
825
25
10
1052
17
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
0
-
-
0
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
18
0
9
16
0
7
14
897
27
11
1143
18
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
1651
2126
581
1533
2122
462
1161
0
0
924
0
0
Stage 1
1174
1174
-
939
939
-
-
-
-
-
-
-
Stage 2
477
952
-
594
1183
-
-
-
-
-
-
-
Critical Hdwy
7.54
6.54
6.94
7.54
6.54
6.94
4.14
-
-
4.14
-
-
Critical Hdwy Stg 1
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.54
5.54
-
6.54
5.54
-
-
-
-
-
-
-
Follow-up Hdwy
3.52
4.02
3.32
3.52
4.02
3.32
2.22
-
-
2.22
-
-
Pot Cap-1 Maneuver
65
49
457
80
50
547
597
-
-
735
-
-
Stage 1
204
264
-
284
341
-
-
-
-
-
-
-
Stage 2
538
336
-
458
261
-
-
-
-
-
-
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
62
47
457
76
48
547
597
-
-
735
-
-
Mov Cap-2 Maneuver
62
47
-
76
48
-
-
-
-
-
-
-
Stage 1
199
260
-
277
333
-
-
-
-
-
-
-
Stage 2
519
328
-
443
257
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
65.1
50.8
0.2
0.1
HCM LOS
F
F
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1WBLn1
SBL
SBT
SBR
Capacity (veh/h)
597
-
-
86
101
735
-
-
HCM Lane V/C Ratio
0.024
-
- 0.316 0.226 0.015
-
-
HCM Control Delay (s)
11.2
-
-
65.1
50.8
10
-
-
HCM Lane LOS
B
-
-
F
F
A
-
-
HCM 95th %tile Q(veh)
0.1
-
-
1.2
0.8
0
-
-
2: 75th Avenue & Bethany Home Road
2028 Total (Background with Site) - PM Peak Hour
HCM 6th Signalized Intersection Summary
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
57
622
124
238
824
132
166
666
216
162
797
94
Future Volume (veh/h)
57
622
124
238
824
132
166
666
216
162
797
94
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
62
676
135
259
896
143
180
724
235
176
866
102
Peak Hour Factor
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
150
837
373
320
991
158
309
1379
615
332
1375
613
Arrive On Green
0.04
0.24
0.24
0.12
0.32
0.32
0.08
0.39
0.39
0.08
0.39
0.39
Sat Flow, veh/h
1781
3554
1585
1781
3069
490
1781
3554
1585
1781
3554
1585
Grp Volume(v), veh/h
62
676
135
259
519
520
180
724
235
176
866
102
Grp Sat Flow(s),veh/h/ln
1781
1777
1585
1781
1777
1782
1781
1777
1585
1781
1777
1585
Q Serve(g_s), s
3.1
21.6
8.5
12.7
33.5
33.5
7.2
18.8
12.8
7.1
23.7
5.1
Cycle Q Clear(g_c), s
3.1
21.6
8.5
12.7
33.5
33.5
7.2
18.8
12.8
7.1
23.7
5.1
Prop In Lane
1.00
1.00
1.00
0.27
1.00
1.00
1.00
1.00
Lane Grp Cap(c), veh/h
150
837
373
320
573
575
309
1379
615
332
1375
613
V/C Ratio(X)
0.41
0.81
0.36
0.81
0.90
0.90
0.58
0.52
0.38
0.53
0.63
0.17
Avail Cap(c_a), veh/h
165
859
383
372
622
624
356
1379
615
396
1375
613
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Uniform Delay (d), s/veh
35.4
43.3
38.3
30.6
38.9
38.9
22.5
28.2
26.4
21.2
29.8
24.1
Incr Delay (d2), s/veh
1.8
5.7
0.6
11.1
16.0
16.0
1.8
1.4
1.8
1.3
2.2
0.6
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln
1.4
9.8
3.3
6.2
16.5
16.5
3.0
7.9
5.0
2.9
10.1
1.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
37.2
49.0
38.9
41.7
54.9
54.9
24.3
29.6
28.2
22.5
32.0
24.7
LnGrp LOS
D
D
D
D
D
D
C
C
C
C
C
C
Approach Vol, veh/h
873
1298
1139
1144
Approach Delay, s/veh
46.6
52.2
28.5
29.9
Approach LOS
D
D
C
C
Timer - Assigned Phs
1
2
3
4
5
6
7
8
Phs Duration (G+Y+Rc), s
13.7
52.6
19.5
34.2
13.8
52.4
9.0
44.7
Change Period (Y+Rc), s
4.5
6.0
4.5
6.0
4.5
6.0
4.5
6.0
Max Green Setting (Gmax), s
13.5
38.0
18.5
29.0
12.5
39.0
5.5
42.0
Max Q Clear Time (g_c+I1), s
9.1
20.8
14.7
23.6
9.2
25.7
5.1
35.5
Green Ext Time (p_c), s
0.2
5.0
0.3
2.2
0.1
4.9
0.0
3.2
Intersection Summary
HCM 6th Ctrl Delay
39.3
HCM 6th LOS
D
2: 75th Avenue & Bethany Home Road
2028 Total (Background with Site) - PM Peak Hour
Queues
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Group Flow (vph)
62
676
135
259
1039
180
724
235
176
866
102
v/c Ratio
0.43
0.82
0.28
0.80
0.87
0.64
0.57
0.33
0.52
0.68
0.15
Control Delay
30.6
52.4
6.0
44.9
45.2
28.5
34.7
5.1
23.4
37.0
1.7
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
30.6
52.4
6.0
44.9
45.2
28.5
34.7
5.1
23.4
37.0
1.7
Queue Length 50th (ft)
27
255
0
127
384
79
249
0
77
314
0
Queue Length 95th (ft)
54
331
41
#235
473
125
320
57
123
392
13
Internal Link Dist (ft)
1021
590
814
611
Turn Bay Length (ft)
170
170
160
150
250
150
152
Base Capacity (vph)
144
868
501
346
1223
302
1262
716
364
1273
665
Starvation Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Spillback Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Storage Cap Reductn
0
0
0
0
0
0
0
0
0
0
0
Reduced v/c Ratio
0.43
0.78
0.27
0.75
0.85
0.60
0.57
0.33
0.48
0.68
0.15
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
2: 75th Avenue & Bethany Home Road
2028 Total (Background with Site) - PM Peak Hour
Timings
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Lane Group
EBL
EBT
EBR
WBL
WBT
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
57
622
124
238
824
166
666
216
162
797
94
Future Volume (vph)
57
622
124
238
824
166
666
216
162
797
94
Turn Type
pm+pt
NA
Perm
pm+pt
NA
pm+pt
NA
Perm
pm+pt
NA
Perm
Protected Phases
7
4
3
8
5
2
1
6
Permitted Phases
4
4
8
2
2
6
6
Detector Phase
7
4
4
3
8
5
2
2
1
6
6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
9.5
24.0
24.0
9.5
24.0
9.5
24.0
24.0
9.5
24.0
24.0
Total Split (s)
10.0
35.0
35.0
23.0
48.0
17.0
44.0
44.0
18.0
45.0
45.0
Total Split (%)
8.3%
29.2%
29.2%
19.2%
40.0%
14.2%
36.7%
36.7%
15.0%
37.5%
37.5%
Yellow Time (s)
3.5
4.0
4.0
3.5
4.0
3.5
4.0
4.0
3.5
4.0
4.0
All-Red Time (s)
1.0
2.0
2.0
1.0
2.0
1.0
2.0
2.0
1.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
4.5
6.0
6.0
4.5
6.0
4.5
6.0
6.0
4.5
6.0
6.0
Lead/Lag
Lead
Lag
Lag
Lead
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Recall Mode
None
None
None
None
None
None
C-Max
C-Max
None
C-Max
C-Max
Act Effct Green (s)
35.1
28.1
28.1
50.6
41.1
55.6
42.8
42.8
56.2
43.2
43.2
Actuated g/C Ratio
0.29
0.23
0.23
0.42
0.34
0.46
0.36
0.36
0.47
0.36
0.36
v/c Ratio
0.43
0.82
0.28
0.80
0.87
0.64
0.57
0.33
0.52
0.68
0.15
Control Delay
30.6
52.4
6.0
44.9
45.2
28.5
34.7
5.1
23.4
37.0
1.7
Queue Delay
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Total Delay
30.6
52.4
6.0
44.9
45.2
28.5
34.7
5.1
23.4
37.0
1.7
LOS
C
D
A
D
D
C
C
A
C
D
A
Approach Delay
43.7
45.2
27.6
31.8
Approach LOS
D
D
C
C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 80
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 36.9
Intersection LOS: D
Intersection Capacity Utilization 79.9%
ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 2: 75th Avenue & Bethany Home Road
3: 74th Avenue & Bethany Home Road
2028 Total (Background with Site) - PM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
04/15/2021
Intersection
Int Delay, s/veh
1.4
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
25
949
12
8
1263
5
5
1
8
10
0
15
Future Vol, veh/h
25
949
12
8
1263
5
5
1
8
10
0
15
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Free
Free
Stop
Stop
Stop
Stop
Stop
Stop
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
170
-
-
160
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
27
1032
13
9
1373
5
5
1
9
11
0
16
Major/Minor
Major1
Major2
Minor1
Minor2
Conflicting Flow All
1378
0
0
1045
0
0
1798
2489
523
1965
2493
689
Stage 1
-
-
-
-
-
-
1093
1093
-
1394
1394
-
Stage 2
-
-
-
-
-
-
705
1396
-
571
1099
-
Critical Hdwy
4.14
-
-
4.14
-
-
7.54
6.54
6.94
7.54
6.54
6.94
Critical Hdwy Stg 1
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Critical Hdwy Stg 2
-
-
-
-
-
-
6.54
5.54
-
6.54
5.54
-
Follow-up Hdwy
2.22
-
-
2.22
-
-
3.52
4.02
3.32
3.52
4.02
3.32
Pot Cap-1 Maneuver
493
-
-
661
-
-
50
29
499
38
29
388
Stage 1
-
-
-
-
-
-
229
288
-
149
207
-
Stage 2
-
-
-
-
-
-
393
206
-
473
287
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
493
-
-
661
-
-
45
27
499
34
27
388
Mov Cap-2 Maneuver
-
-
-
-
-
-
45
27
-
34
27
-
Stage 1
-
-
-
-
-
-
216
272
-
141
204
-
Stage 2
-
-
-
-
-
-
371
203
-
438
271
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
0.3
0.1
56.4
78.1
HCM LOS
F
F
Minor Lane/Major Mvmt
NBLn1
EBL
EBT
EBR
WBL
WBT WBR SBLn1
Capacity (veh/h)
85
493
-
-
661
-
-
75
HCM Lane V/C Ratio
0.179 0.055
-
- 0.013
-
- 0.362
HCM Control Delay (s)
56.4
12.7
-
-
10.5
-
-
78.1
HCM Lane LOS
F
B
-
-
B
-
-
F
HCM 95th %tile Q(veh)
0.6
0.2
-
-
0
-
-
1.4
4: 74th Avenue & Access B
2028 Total (Background with Site) - PM Peak Hour
HCM 6th TWSC
NEC 75th Ave & Bethany Home Rd (20-1553)
Synchro 11 Report
EPS Group
10/14/2021
Intersection
Int Delay, s/veh
4.7
Movement
EBL
EBT
EBR
WBL
WBT WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Vol, veh/h
3
1
4
5
2
2
7
5
5
2
5
4
Future Vol, veh/h
3
1
4
5
2
2
7
5
5
2
5
4
Conflicting Peds, #/hr
0
0
0
0
0
0
0
0
0
0
0
0
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
- None
-
- None
-
- None
-
- None
Storage Length
-
-
-
-
-
-
-
-
-
-
-
-
Veh in Median Storage, #
-
0
-
-
0
-
-
0
-
-
0
-
Grade, %
-
0
-
-
0
-
-
0
-
-
0
-
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
3
1
4
5
2
2
8
5
5
2
5
4
Major/Minor
Minor2
Minor1
Major1
Major2
Conflicting Flow All
37
37
7
38
37
8
9
0
0
10
0
0
Stage 1
11
11
-
24
24
-
-
-
-
-
-
-
Stage 2
26
26
-
14
13
-
-
-
-
-
-
-
Critical Hdwy
7.12
6.52
6.22
7.12
6.52
6.22
4.12
-
-
4.12
-
-
Critical Hdwy Stg 1
6.12
5.52
-
6.12
5.52
-
-
-
-
-
-
-
Critical Hdwy Stg 2
6.12
5.52
-
6.12
5.52
-
-
-
-
-
-
-
Follow-up Hdwy
3.518 4.018 3.318 3.518 4.018 3.318 2.218
-
- 2.218
-
-
Pot Cap-1 Maneuver
968
855
1075
967
855
1074
1611
-
-
1610
-
-
Stage 1
1010
886
-
994
875
-
-
-
-
-
-
-
Stage 2
992
874
-
1006
885
-
-
-
-
-
-
-
Platoon blocked, %
-
-
-
-
Mov Cap-1 Maneuver
959
850
1075
957
850
1074
1611
-
-
1610
-
-
Mov Cap-2 Maneuver
959
850
-
957
850
-
-
-
-
-
-
-
Stage 1
1005
885
-
989
871
-
-
-
-
-
-
-
Stage 2
983
870
-
1000
884
-
-
-
-
-
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
8.6
8.8
3
1.3
HCM LOS
A
A
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1WBLn1
SBL
SBT
SBR
Capacity (veh/h)
1611
-
-
997
953
1610
-
-
HCM Lane V/C Ratio
0.005
-
- 0.009
0.01 0.001
-
-
HCM Control Delay (s)
7.2
0
-
8.6
8.8
7.2
0
-
HCM Lane LOS
A
A
-
A
A
A
A
-
HCM 95th %tile Q(veh)
0
-
-
0
0
0
-
-
APPENDIX I: Review Comments
Project: NEC 75th Avenue & Bethany Home Road ‐ Glendale, AZ
Prepared by: EPS Group
Date of Report: 9/8/2021
Reviewer: Alan Heathcoat P.E., Transportation Engineer, City of Glendale
Date of Review: 10/8/2021
#
Reviewer:
Review Comment:
EPS Group Response:
1.
City of Glendale
The site plan provided in the TIA does not match the current site plan.
Report has been updated with the most recent site plan.
2
City of Glendale
Please include traffic expectations on Rose Ln and Claremont St and the intersections with 71st. Also
address the half street portion of Claremont St at the intersection with 74th Ave.
Trips expected to be generated by the site on Rose Lane and Claremont Street are included on
Figure 9 (Site Full Build‐out Weekday Traffic Volumes) . Minimal traffic volumes are expected to
be added to Claremont Street and Rose Lane with 7 peak hour trips added to Claremont Street
and 3 peak hour trips added to Rose Lane.
2nd Review Comments
Project: NEC 75th Avenue & Bethany Home Road - Glendale, AZ
Prepared by: EPS Group
Date of Report: 4/22/2021
Reviewer: Alan Heathcoat P.E., Transportation Engineer, City of Glendale
Date of Review: 7/30/2021
#
Reviewer:
Review Comment:
EPS Group Response:
1.
Alan Heathcoat P.E., Transportation
Engineer, City of Glendale
Conduct a right-turn analysis using the most current MCDOT standards for a right-turn lane warrant.
Report Updated.
1st Review Comments
From:
Heathcoat, Alan
To:
Kelly Fletcher
Subject:
FW: TIA NEC 75th Ave & Bethan Home Rd - Beazer Homes
Date:
Friday, July 30, 2021 2:19:10 PM
Attachments:
image003.png
image004.png
image005.png
From: Heathcoat, Alan
Sent: Friday, July 30, 2021 2:18 PM
To: Kelly <Fletcher@epsgroupinc.com>; Gehlert, George <GGehlert@GLENDALEAZ.COM>
Cc: Abbo, Tony <TAbbo@GLENDALEAZ.COM>
Subject: TIA NEC 75th Ave & Bethan Home Rd - Beazer Homes
Kelly,
As we discussed over the phone please conduct a right turn lane analysis for this development using
the most current MCDOT standards for a right turn lane warrant.
The TIA was part of a larger submittal so I am just providing screen captures for reference.
Please reach out to me if you have any questions.
Thank you
CAUTION - EXTERNAL EMAIL
Phishing? Forward to Helpdesk or _Trouble ticket