Westmount Place Mixed-Use Development Transportation ... · Westmount Road North at Erb Street West, where the 95. th. percentile queue length is forecast to extend beyond the storage

Westmount Place Mixed-Use Development

Transportation Impact Study

Paradigm Transportation Solutions Limited

April 2019

Project: 180289

Project Summary

Paradigm Transportation Solutions Limited

Westmount Place Mixed-Use Development Transportation Impact Study

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Disclaimer

This document has been prepared for the titled project or named part thereof and should not be relied upon or used for any other project without an independent check being carried out as to its suitability and prior written authorization of Paradigm Transportation Solutions Limited being obtained .Paradigm Transportation Solutions Limited accepts no responsibility or liability for the consequence of this document being used for a purpose other than the purposes for which it was commissioned .Any person using or relying on the document for such other purpose agrees, and will by such use or reliance be taken to confirm their agreement to indemnify Paradigm Transportation Solutions Limited for all loss or damage resulting there from .Paradigm Transportation Solutions Limited accepts no responsibility or liability for this document to any party other than the person by whom it was commissioned.

To the extent that this report is based on information supplied by other parties, Paradigm Transportation Solutions Limited accepts no liability for any loss or damage suffered by the client, whether through contract or tort, stemming from any conclusions based on data supplied by parties other than Paradigm Transportation Solutions Limited and used by Paradigm Transportation Solutions Limited in preparing this report.

Project Number 180289 April 2019 Client Contact Andrew Kent Killam Apartment REIT 3700 Kempt Road, Suite 100 Halifax NS B3K 4X8 Consultant Project Team Jim Mallett, M.A.Sc., P.Eng., PTOE Matt Brouwer, P.Eng. Stefan Hajgato, B.Eng & Mgmt., E.I.T.

Paradigm Transportation Solutions Limited 5A-150 Pinebush Road Cambridge ON N1R 8J8 p: 519.896.3163 www.ptsl.com

Westmount Place Mixed-Use Development | Transportation Impact Study | 180289 | April 2019

Paradigm Transportation Solutions Limited | Page i

Executive Summary Content

Paradigm Transportation Solutions Limited (Paradigm) was retained to carry out this Transportation Impact Study (TIS) for a proposed mixed-use development located at 50 Westmount Road North, 9-15 Dietz Avenue North, and 192-216 Erb Street West in Waterloo, Ontario.

This Transportation Impact Study (TIS) includes an analysis of existing traffic conditions, a description of the proposed development, traffic forecasts for a five-year horizon from the date of full-occupancy (2031), and any recommendations required to improve future traffic conditions.

Development Concept

The subject site is located on the east side of Westmount Road North between Erb Street West and Father David Bauer Drive in Waterloo, Ontario.

The proposed development adds 1,014 high-rise residential apartment units, 48,382 square feet of office space, 30,415 square feet of retail space, and a 12,148 square feet brew pub and restaurant to the existing development. The proposed development is expected to be constructed in five (5) phases with full occupancy expected in 2026. Vehicular access is proposed via two (2) existing driveway connections to Westmount Road North, one (1) existing driveway connection to Father David Bauer Drive, one (1) existing driveway connection to Dietz Avenue North, and one (1) proposed driveway connection to Erb Street West. The proposed driveway connection to Erb Street West will only provide access to the proposed residential units of Phase 2 and Phase 3 of the development, in addition to lay-by spaces for taxis and food delivery.

The proposed driveway onto Erb Street West is proposed to be a right-in-right-out operation with the prohibitions of left-turns to be achieved through the design of the driveway entirely on-site (no centre median to be constructed on Erb Street West). This design will be achieved by angling the entering and exiting vehicles with curbs to make left-turns difficult. Sidewalk design will also be taken into account to ensure that pedestrians are crossing the driveway lanes at as close to a 90-degree angle as possible.

Conclusions

Based on the investigations carried out, it is concluded that:

Existing (2019) Traffic Conditions: The study are intersections are forecast to operate within acceptable levels of service during the weekday AM and PM peak hours under the existing horizon, with the exceptions of the northbound left-turn movement on Westmount Road North at Erb Street West, which is forecast to operate at LOS E and the 95th percentile queue length extends beyond the storage length.


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2031 Background Traffic Conditions: The study are intersections are forecast to operate within acceptable levels of service during the weekday AM and PM peak hours under the 2031 Background horizon, with the exception of the northbound left-turn movement on Westmount Road North at Erb Street West, where the 95th percentile queue length is forecast to extend beyond the storage length.

Development Generated Traffic: The proposed development is estimated to generate approximately 252 vehicle trips during the AM peak hour and approximately 325 vehicles trips during the PM peak hour.

2031 Total Traffic Conditions: The study area intersections are forecast to operate with similar levels of service to background traffic conditions, with the exception of the southbound movements on Dietz Avenue North at Erb Street West, which is forecast to operate at LOS E.

Remedial Measures: • Signals are not warranted at the currently unsignalized

intersections.

• An eastbound left-turn lane is warranted on Erb Street West at Dietz Avenue with 15 metres of storage is warranted under existing conditions. The storage length remains the same under 2031 Total conditions.

• Implementing a southbound right-turn lane on Dietz Avenue North at Erb Street West would improve the operations of the southbound right-turn movements under 2031 Total conditions.

Recommendations

Based on the findings of this study, the following recommendations are made:

The right-in-right-out driveway to Erb Street West be designed to minimize the possibility of left-turns and have no adverse impact on pedestrian safety.

It is recommended the Region of Waterloo consider implementing an eastbound left-turn lane at the Erb Street West and Dietz Avenue intersection, which is technically warranted by existing volumes.

Consideration be made to separating the southbound right-turn movements from the through/left-turn movements on Dietz Avenue North at Erb Street West to improve delays for the southbound right-turn movements, as a signal is not warranted at this intersection.


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Contents 1 Introduction ............................................................... 1

1.1 Overview ............................................................................................. 1 1.2 Purpose and Scope ........................................................................... 1

2 Existing Conditions .................................................. 3

2.1 Road Network ..................................................................................... 3 2.2 Transit Service ................................................................................... 5 2.2.1 Existing Transit Service ....................................................................... 5 2.2.3 Future Transit Service .......................................................................... 7 2.3 Active Transportation ........................................................................ 7 2.3.1 Pedestrian Facilities ............................................................................. 7 2.3.2 Cycling Facilities .................................................................................. 7 2.4 Traffic Volumes .................................................................................. 8 2.5 Traffic Operations ............................................................................ 12

3 Development Concept ............................................ 16

3.1 Development Description ................................................................ 16 3.2 Development Trip Generation ......................................................... 18 3.2.1 Mode Split .......................................................................................... 18 3.2.2 Internal Capture ................................................................................. 18 3.2.3 Pass-By Trips ..................................................................................... 18 3.2.4 Estimated Site Generated Trips ......................................................... 19 3.3 Development Trip Distribution and Assignment .......................... 19

4 Evaluation of Future Traffic Conditions ................ 23

4.1 2031 Background Traffic Growth ................................................... 23 4.1.1 Background Traffic ............................................................................. 23 4.2 2031 Background Traffic Operations ............................................. 26 4.3 2031 Total Traffic Operations ......................................................... 29

5 Remedial Measures ................................................. 34

5.1 Left-Turn Lane Warrants ................................................................. 34 5.2 Signal Warrants ................................................................................ 34 5.3 Southbound Right-Turn Lane at Erb Street and Dietz Avenue .... 34

6 Conclusions and Recommendations .................... 38

6.1 Conclusions ..................................................................................... 38 6.2 Recommendations ........................................................................... 38


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Appendices Appendix A Existing Count Data Appendix B Existing Traffic Operational Conditions Appendix C Internal Capture Appendix D New and Passby Trip Assignment Appendix E 2031 Background Traffic Operational Conditions Appendix F 2031 Total Traffic Operational Conditions Appendix H OTM Signal Warrants

Figures Figure 1.1: Location of Subject Site ........................................................ 2 Figure 2.1: Existing Lane Configuration and Traffic Control ................ 4 Figure 2.2: Existing Transit Network ....................................................... 6 Figure 2.3: Cycling Facilities .................................................................... 9 Figure 2.4: Existing Traffic Volumes – AM Peak Hour ......................... 10 Figure 2.5: Existing Traffic Volumes – PM Peak Hour ......................... 11 Figure 3.1: Site Concept Plan ................................................................. 17 Figure 3.2: Site Generated Traffic Volumes – AM Peak Hour ............. 21 Figure 3.3: Site Generated Traffic Volumes – PM Peak Hour .............. 22 Figure 4.1: 2031 Background Forecast Traffic Volumes – AM Peak

Hour ....................................................................................... 24 Figure 4.2: 2031 Background Forecast Traffic Volumes – PM Peak

Hour ....................................................................................... 25 Figure 4.3: 2031 Total Forecast Traffic Volumes – AM Peak Hour ..... 30 Figure 4.4: 2031 Total Forecast Traffic Volumes – PM Peak Hour ..... 31 Figure 5.1: Left-turn Lane Warrant Westbound Father David Bauer

Drive ...................................................................................... 36 Figure 5.2: Left-turn Lane Warrant Eastbound Erb Street West ......... 37

Tables Table 2.1: Existing Traffic Operations – AM Peak Hour ..................... 14 Table 2.2: Existing Traffic Operations – PM Peak Hour ..................... 15 Table 3.1: Trip Generation .................................................................... 19 Table 3.2: Passby Trip Calculations .................................................... 19 Table 3.3: Estimated Trip Distribution ................................................. 20 Table 4.1: 2031 Background Traffic Operations – AM Peak Hour ..... 27 Table 4.2: 2031 Background Traffic Operations – PM Peak Hour ..... 28 Table 4.3: 2031 Total Traffic Operations – AM peak Hour ................. 32 Table 4.4: 2031 Total Traffic Operations – PM Peak Hour ................. 33 Table 5.1: 2031 Total PM Peak Hour – Erb & Dietz Operations with

Southbound Right-Turn Lane ............................................. 35


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1 Introduction 1.1 Overview

Paradigm Transportation Solutions Limited (Paradigm) was retained to carry out this Transportation Impact Study (TIS) for a proposed mixed-use development located at 50 Westmount Road North, 9-15 Dietz Avenue North, and 192-216 Erb Street West in Waterloo, Ontario. Figure 1.1 details the subject development location.

1.2 Purpose and Scope

The purpose of this report is to identify and assess the potential traffic impact resulting from the proposed development. The scope of the study, developed in consultation with Region of Waterloo and City of Waterloo staff in December 2018, includes:

Assessment of the current traffic and site conditions within the study area;

Estimates of background traffic growth;

Estimates of additional traffic generated by the subject site;

Analyses of the impact of the future traffic on the surrounding road network; and

Recommendations necessary to mitigate the site generated traffic in a satisfactory manner.

Based on pre-study consultation, the following intersections were identified for investigation in this study:

Westmount Road North and Erb Street West; Westmount Road North and Father David Bauer Drive; Erb Street West and Dietz Avenue North Two (2) Existing Driveway Connections to Westmount Road North;

Existing Driveway Connection to Father David Bauer Drive; Existing Driveway Connection to Dietz Avenue North; and Proposed Driveway Connection to Erb Street West.



Figure 1.1: Location of Subject Site

Location of Subject SiteFigure 1.1Westmount Place Mixed-Use Development TIS

180289

Subject Site

NTSImage Source: Google Earth

Study Area



2 Existing Conditions This section documents current traffic conditions, operational deficiencies, and constraints experienced by the public travelling at the intersections within the study area. The operational deficiencies and constraints identified at this stage will be fundamental to the process of defining the required remedial measures.

2.1 Road Network

The main roadways near the subject site considered in assessing the traffic impacts of the development include:

Westmount Road North is a north-south regional arterial1 road with a four-lane urban cross-section. No cycling infrastructure is currently present along this roadway. The Region has identified bike lanes within the study area as apart of the recommended cycling network2;

Erb Street West is an east-west regional arterial road with a four-lane urban cross-section. Designated on-road cycling lanes are provided west of Westmount Road North. No cycling infrastructure is currently present to the east of Westmount Road North; however, the Region has identified future bike lanes as apart of the recommended cycling network;

Father David Bauer Drive is an east-west minor collector road with a two-lane urban cross-section. Designated on-road cycling lanes are provided on both sides of the roadway within the study area; and

Dietz Avenue North is a north-south local road with a two-lane urban cross-section. No cycling infrastructure is currently present along this roadway.

A posted speed limit of 50 kilometres per hour (km/h) is present throughout the study area. Sidewalks are provided on both sides of all study area roads.

Figure 2.1 details the existing lane configurations and traffic control at the study area intersections.

1 City of Waterloo Official Plan – Road Classification System Schedule ‘E’ 2 Walk Cycle Waterloo Region February 2014



Figure 2.1: Existing Lane Configuration and Traffic Control

Existing Lane Configuration and Traffic Control

Figure 2.1Westmount Place Mixed-Use Development TIS180289

Subject Site

NTSImage Source: Google Earth



2.2 Transit Service

2.2.1 Existing Transit Service

Grand River Transit (GRT) currently operates five (5) routes within the study area. The transit routes include:

Route 5 Erb operates along Erb Street West from the Boardwalk to Bridgeport. The route operates on weekdays (5:47AM to 12:08AM) with headways of approximately 30 minutes. Saturday service (6:07AM to 12:28AM) operates with headways of approximately 30 minutes and Sunday/Holiday service (9:50AM to 6:21PM) with approximately 45-minute headways;

Route 202 iXpress University operates along University Avenue and Erb Street West from Conestoga Mall to the Boardwalk. The route operates on weekdays (5:55AM to 12:33AM) with headways of approximately 10 minutes. Saturday service (6:25AM to 12:30AM) operates with headways of approximately 30 minutes and Sunday/Holiday service (7:50AM to 12:25AM) operates with approximately 30 minutes headways;

Route 8 University/Fairview operates along Westmount Road from Fairway Station to University Avenue and King Street. The route operates on weekdays (5:40AM to 12:40AM) with headways of approximately 10 minutes. Saturday service (5:50AM to 12:40AM) operates with headways of approximately 30 minutes and Sunday/Holiday service (7:35AM to 12:40AM) operates with approximately 30 minutes headways;

Route 12 Westmount operates along Westmount Road from Conestoga Mall to Fairview Park. The route operates on weekdays (5:15AM to 1:21AM) with headways of approximately 30 minutes. Saturday service (6:45AM to 1:21AM) operates with headways of approximately 30 minutes and Sunday/Holiday service (8:00AM to 1:21AM) operates with approximately 30 minutes headways; and

Route 92 University Loop operates along University Avenue and Columbia from Laurier University to the University of Waterloo. The route operates on weekdays (7:47AM to 5:46PM) with headways of approximately 15 minutes. No Saturday or Sunday/Holiday service. This route operates from early September until late April excluding two weeks around Christmas.

All routes have stops directly fronting the subject development. Figure 2.2 illustrates the existing transit network.



Figure 2.2: Existing Transit Network

Existing Transit NetworkFigure 2.2Westmount Place Mixed-Use Development TIS

180289

NTSImage Source: Grand River Transit

Subject Site



2.2.3 Future Transit Service

As the new ION Light Rail Transit (LRT) is nearly constructed in Kitchener and Waterloo, the future bus routes near the subject development were reviewed. Nearby future bus routes include3:

Route 5 Erb, which has no planned changes from 2018; Route 12 Westmount, where in the study area, is a consolidation of

Routes 8 and 12; and Route 202 University iXpress, which has no planned changes from

2018.

It is noted that the closest future ION station is greater than 800 metres walking distance from the subject development, thus future ION routes were not reviewed in this study. However, the three routes noted above have stops at nearby ION stations (Uptown Waterloo stations or University stations), which will allow for convenient transfer to the ION service.

2.3 Active Transportation

2.3.1 Pedestrian Facilities

Pedestrian sidewalks are provided along both sides of all study area roadways. Crosswalks, pedestrian push buttons, and indicators are provided for all approaches at signalized intersections within the study area.

The subject site is located within walking distance of numerous retail and recreational opportunities, including the existing portion of the Westmount Place development and the Waterloo Memorial Recreation Complex. The University of Waterloo provides for a range of destinations for prospective residents of the proposed development that are within convenient walking distance for pedestrians.

2.3.2 Cycling Facilities

The City’s cycling infrastructure consists of on-street and off-street facilities. On-street facilities comprise bicycle lanes, signed bicycle routes, and paved shoulders. Off-street facilities are in the form multi-use trails or informal trails.

The Region’s Active Transportation Master Plan identifies several cycling facilities on the study area roadways. Erb Street West currently operates with bicycle lanes west of Westmount Road North. Father David Bauer Drive operates with on-road bicycle lanes and is labelled as an Area Municipal Cycling Facility.

3 https://www.grt.ca/en/about-grt/bus-service-changes-ion.aspx



A review of the Region’s Active Transportation Master Plan indicates the addition of bike lanes on Westmount Road North and Erb Street West within the study area in the future.

Figure 2.3 illustrates the existing and proposed cycling network within the study area.

2.4 Traffic Volumes

Figure 2.4 and Figure 2.5 displays the existing AM and PM weekday peak hour turning movement traffic volumes collected in March 2019.

Appendix A contains the detailed traffic counts for study area intersections.



Figure 2.3: Cycling Facilities

Cycling FacilitiesFigure 2.3Westmount Place Mixed-Use Development TIS

180289

NTSImage Source: Region of Waterloo

Subject Site



Figure 2.4: Existing Traffic Volumes – AM Peak Hour

Existing Traffic Volumes AM Peak Hour


NTS

Father David Bauer Drive

Driveway B

Driveway C Driveway D

Erb Street West

3

11 7

0

118

4

Wes

tmo

un

t R

oad

Private Driveway

718

988

100

1

884

882

890

795

725

885

978

196

304

11

195

199 21

732

928

36

390

1228 153 985

814

122

746

60

261

653

992

53 489

111 93

235

410 62

812

0

2

14

735

890

697

17 31

154

1 869

2 19

28

873

11

717

715

17

17

29

5 671

206

5

37

0

216

307 275 282

32

4 7

985

375 375

0

0

0 0

0

375

985 985

22

2110

3

414

997 34 970

946

3 3 15

17

88

13 1 9

51

359

375 4

23

Dri

vew

ay A

Dri

vew

ay E

Wes

tmo

un

t R

oad

Die

tz A

ven

ue

No

rth

Westcourt Place

3

6

2 1

14

13

98 5

14

53

17

61

15

7 83

17

154



Figure 2.5: Existing Traffic Volumes – PM Peak Hour

Existing Traffic Volumes PM Peak Hour


NTS


Driveway B


Erb Street West

1

72

16

Wes

tmo

un

t R

oad

Private Driveway

4

82

11

25 8

745

1056 8

763

11

77210

56

0 29

7 673 113

12

18

131 6

1110 28

901

22

3 616

410

273

582

46

587 562

4 0

884 21 854

635 94 587 587 0 587 571

1085 143 883 884 884 884

141

836

131 69

0

Die

tz A

ven

ue

No

rth

1117

118

752

19

Dri

vew

ay E

1108

0 73 1 36

26

671 0 807

0 110

7

113 117 4

89 171 15

1012 40 3 5

0

730

42

23 162

121

13

1033 79

139

19

4

16 753

72

13

15

Wes

tmo

un

t R

oad

1097

Dri

vew

ay A

22

841

28

1112

869

37 14 226 256 243 256

54 65 324 327 9 321

Westcourt Place 25 10

13

150 246

13 312

1188

1013



2.5 Traffic Operations

Intersection level of service (LOS) is a recognized method of quantifying the average delay experienced by drivers at intersections. It is based on the delay experienced by individual vehicles executing the various movements. The delay is related to the number of vehicles intending to make a particular movement, compared to the estimated capacity for that movement. The capacity is based on a number of criteria related to the opposing traffic flows and intersection geometry.

The highest possible rating is LOS A, under which the average total delay is equal or less than 10.0 seconds per vehicle. When the average delay exceeds 80 seconds for signalized intersections, 50 seconds for unsignalized intersections or when the volume to capacity ratio is greater than 1.0, the movement is classed as LOS F and remedial measures are usually implemented, if they are feasible. LOS E is usually used as a guideline for the determination of road improvement needs on through lanes, while LOS F may be acceptable for left-turn movements at peak times, depending on delays.

The level of service conditions on the existing road network have been assessed using Synchro 9. Movements are considered critical under the following conditions4:

Overall Level of Service E or F (i.e. average control delay per vehicle greater than 55 seconds) for signalized intersections;

Overall Level of Service E or F (i.e. average control delay per vehicle greater than 35 seconds) for unsignalized intersections;

The average control delay for individual movements is greater that 55 seconds;

Estimated 95th percentile queue length for an exclusive movement exceeds the available storage space;

Estimated 95th percentile queue length for an individual movement will block an existing access; and

Exclusive turning lanes are inaccessible because of queue lengths in adjacent through lanes.

Table 2.1 and Table 2.2 summarizes the existing intersection operations. The entries in the table indicating the AM and PM peak hour level of service (LOS), volume to capacity ratios (V/C), and 95th percentile queues experienced. All study area intersections are forecast to operate within acceptable levels, except for the following:

4 Region of Waterloo Transportation Impact Study Guidelines 2014



Westmount Road North & Erb Street West

The queue length for the northbound left-turn lane extends beyond the current available storage length during the AM and PM peak hours; and

The northbound left-turn movement operates at LOS E (v/c = 0.99) during the PM peak hour.

Appendix B contains the detailed Synchro 9 reports.



TABLE 2.1: EXISTING TRAFFIC OPERATIONS – AM PEAK HOUR

Lef

t

Th

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gh

Rig

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Ap

pro

ach

Lef

t

Th

rou

gh

Rig

ht

Ap

pro

ach

Lef

t

Th

rou

gh

Rig

ht

Ap

pro

ach

Lef

t

Th

rou

gh

Rig

ht

Ap

pro

ach

LOS < D > D < D B C A B > B A A > A A

Delay < 43 > 43 < 51 14 22 9 10 > 10 5 3 > 3 9

V/C < 0.42 > < 0.32 0.52 0.02 0.42 > 0.40 0.26 >

95th < 22 > < 20 19 3 72 > 16 24 >

Storage < - > < 70 - 12 - > 40 - >

Avail. < - > < 50 - 9 - > 25 - >

LOS A > A A A A B A B

Delay 0 > 0 8 0 1 13 10 11

V/C 0.18 > 0.02 0.11 0.01 0.01

95th 0 > 0 0 0 0

Storage - > 80 - - -

Avail. - > 80 - - -

LOS B A A A > A A A A

Delay 13 9 10 0 > 0 9 0 0

V/C 0.00 0.02 0.34 > 0.02 0.21

95th 0 1 0 > 1 0

Storage - - - > 13 -

Avail. - - - > 13 -

LOS B B A > B A A > A A A > A

Delay < 14 > 14 15 10 > 12 9 0 > 0 10 0 > 1

V/C < 0.03 > 0.04 0.02 > 0.00 0.34 > 0.04 0.27 >

95th < 1 > 1 0 > 0 0 > 1 0 >

Storage < - > - - > 25 - > 30 - >

Avail. < - > - - > 25 - > 29 - >

LOS B C > C C C A B C D > D C C A C C

Delay 17 33 > 31 21 26 2 19 24 37 > 35 32 29 1 27 30

V/C 0.31 0.82 > 0.35 0.21 0.17 0.40 0.76 > 0.57 0.43 0.11

95th 30 134 > 14 30 3 30 110 > 29 62 0

Storage 130 - > 60 - 30 20 - > 55 - 50

Avail. 100 - > 46 - 27 -10 - > 26 - 50

LOS < A > A < A > A B B

Delay < 1 > 0 < 0 > 0 < 13 > 13 < 12 > 12

V/C < 0.29 > < 0.14 > < 0.05 > < 0.04 >

95th < 1 > < 0 > < 1 > < 1 >

LOS A > A < A A A > A

Delay 9 > 9 < 7 7 0 > 0

V/C 0.01 > < 0.06 0.00 >

95th 0 > < 2 0 >

MOE - Measure of Effectiveness V/C - Volume to Capacity Ratio Avail. - Available Storage (m)

TWSC - Two-Way Stop Control 95th - 95th Percentile Queue Length > - Shared Right-Turn Lane

TCS - Traffic Control Signal Storage - Existing Storage (m) < - Shared Left-Turn Lane

LOS - Level of Service

AM

Pea

k H

ou

r

Erb Street West & Dietz Avenue

NorthTWSC

Dietz Avenue North & Driveway

DTWSC

Westmount Road & Driveway C /

Private DrivewayTWSC

TCSWestmount Road & Erb Street West

Westmount Road & Father David Bauer Drive /

Westcourt Place

TCS

An

alys

is P

erio

d

IntersectionControl

TypeMOE

Direction / Movement / Approach

Eastbound Westbound Northbound Southbound

OV

ER

AL

L

Father David Bauer Drive & Driveway A

TWSC

Westmount Road & Driveway B

TWSC



TABLE 2.2: EXISTING TRAFFIC OPERATIONS – PM PEAK HOUR

Lef

t

Th

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gh

Rig

ht

Ap

pro

ach

Lef

t

Th

rou

gh

Rig

ht

Ap

pro

ach

Lef

t

Th

rou

gh

Rig

ht

Ap

pro

ach

Lef

t

Th

rou

gh

Rig

ht

Ap

pro

ach

LOS < C > C < D B C A A > A A A > A A

Delay < 27 > 27 < 53 12 22 8 9 > 9 5 4 > 4 9

V/C < 0.21 > < 0.48 0.61 0.05 0.38 > 0.31 0.40 >

95th < 13 > < 31 23 5 63 > 14 50 >

Storage < - > < 70 - 12 - > 40 - >

Avail. < - > < 39 - 7 - > 26 - >


Delay 0 > 0 8 0 0 13 10 11

V/C 0.15 > 0.01 0.18 0.03 0.02

95th 0 > 0 0 1 0

Storage - > 80 - - -

Avail. - > 80 - - -

LOS B B B A > A A A A

Delay 15 10 11 0 > 0 9 0 1

V/C 0.06 0.17 0.29 > 0.09 0.30

95th 2 5 0 > 2 0

Storage - - - > 13 -

Avail. - - - > 11 -

LOS B C A > B B A > A A A > A

Delay < 15 > 15 17 9 > 13 10 0 > 0 9 0 > 0

V/C < 0.06 > 0.22 0.09 > 0.01 0.26 > 0.04 0.40 >

95th < 2 > 7 2 > 0 0 > 1 0 >

Storage < - > - - > 25 - > 30 - >

Avail. < - > - - > 25 - > 29 - >

LOS C C > C C C A C E C > D C D A C C

Delay 22 27 > 26 25 32 1 29 79 31 > 45 20 37 6 31 33

V/C 0.36 0.50 > 0.48 0.57 0.12 0.99 0.56 > 0.41 0.74 0.28

95th 22 61 > 32 88 0 104 82 > 29 113 13

Storage 130 - > 60 - 30 20 - > 55 - 50

Avail. 108 - > 29 - 30 -84 - > 26 - 37

LOS < A > A < A > A B < C > C

Delay < 0 > 0 < 1 > 0 < 13 > 13 < 24 > 24

V/C < 0.17 > < 0.25 > < 0.05 > < 0.37 >

95th < 0 > < 1 > < 1 > < 13 >


Delay 9 > 9 < 5 5 0 > 0

V/C 0.11 > < 0.01 0.00 >

95th 3 > < 0 0 >





An

alys

is P

erio

d

IntersectionControl

TypeMOE



OV

ER

AL

L

PM

Pea

k H

ou

r


NorthTWSC


DTWSC


Private Driveway


Westcourt Place

TCS

Westmount Road & Erb Street West

TWSC

TCS



TWSC

TWSC



3 Development Concept 3.1 Development Description

The subject site is located on the east side of Westmount Road North between Erb Street West and Father David Bauer Drive in Waterloo, Ontario.

The proposed development adds 1,014 high-rise residential apartment units, 48,382 square feet of office space, 30,415 square feet of retail space, and a 12,148 square feet brew pub and restaurant to the existing development. The proposed development is expected to be constructed in five (5) phases with full occupancy expected in 2026. Vehicular access is proposed via two (2) existing driveway connections to Westmount Road North, one (1) existing driveway connection to Father David Bauer Drive, one (1) existing driveway connection to Dietz Avenue North, and one (1) proposed driveway connection to Erb Street West. The proposed driveway connection to Erb Street West will only provide access to the proposed residential units of Phase 2 and Phase 3 of the development, in addition to lay-by spaces for taxis and food delivery.

The proposed driveway onto Erb Street West is proposed to be a right-in-right-out operation with the prohibitions of left-turns to be achieved through the design of the driveway entirely on-site (no centre median to be constructed on Erb Street West). This design will be achieved by angling the entering and exiting vehicles with curbs to make left-turns difficult. Sidewalk design will also be taken into account to ensure that pedestrians are crossing the driveway lanes at as close to a 90 degree angle as possible.

Figure 3.1 shows the development concept.



Figure 3.1: Site Concept Plan

Site

Con

cept

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0289

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Driv

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A

Driv

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B

Driv

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C

Driv

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D

Driv

eway

E



3.2 Development Trip Generation

The following Institute of Transportation Engineers (ITE) Trip Generation5 Land Use Codes were used to estimate the site’s trip generation:

LUC 222 (Multifamily Housing (High-Rise)); LUC 710 (General Office Building); LUC 820 (Shopping Centre); and LUC 932 (High-Turnover (Sit Down) Restaurant).

3.2.1 Mode Split

There are multiple non-auto methods of travelling to and from the subject development such as walking, taxi, public transportation, or cycling. A mode split can be used to represent the fraction of trips that are made by non-auto methods of transportation. The Region of Waterloo confirmed a 25% mode split expected by the proposed development, thus 75% of trips to and from the proposed development are expected to be made by automobiles.

3.2.2 Internal Capture

In a multi-use development where more than one land use exists on a single real-estate development, trips can be made between land uses without using the off-site road network and are referred to as Internal Capture Trips, and the calculation methods are outlined in the ITE Trip Generation Handbook6. The capture of trips internal to the site has the net effect of reducing vehicular trip generation between the development site and the off-site road network.

The detailed internal capture tables and diagrams can be found in Appendix C.

3.2.3 Pass-By Trips

Certain commercial uses are known to divert passing vehicles to patronize a development, rather than drawing patrons from outside the study area. These vehicles would be travelling on study area roads regardless if the development exists. These are called pass-by trips, and ITE provides average pass-by rates for select land uses6. The ITE provide pass-by rates for the following land uses in the proposed development:

LUC 820 (Shopping Centre) –34% during the PM peak hour; and

5 Trip Generation Manual - Tenth Edition, Institute of Transportation Engineers, Washington D.C., 2017

6 Trip Generation Handbook – Third Edition, Institute of Transportation Engineers, Washington D.C., 2017



LUC 932 (High-Turnover (Sit Down) Restaurant) – 43% during the PM peak hour.

3.2.4 Estimated Site Generated Trips

Table 3.1 summarizes the existing and full build-out trip generation estimates. As shown, the proposed development is forecast to generate approximately 252 vehicle trips during the AM peak hour and 325 vehicle trips during the PM peak hour after factoring mode split, internal capture, and pass-by trip reductions exclusive of the vehicle trips currently generated by the existing development. Pass-by trip calculations are shown in Table 3.2. As the brew pub was expected to not operate during the AM peak hour, no trips are expected to be generated by the restaurant land use during that time.

TABLE 3.1: TRIP GENERATION

TABLE 3.2: PASSBY TRIP CALCULATIONS

3.3 Development Trip Distribution and Assignment

Table 3.3 summarizes the estimated trip distribution for site generated traffic. The distribution was developed using the 2016 Transportation Tomorrow

Rate per Unit

In Out TotalRate per Unit

In Out Total

222: Multifamily Housing (High Rise) 1,014 Units Formula 0.29 71 226 297 0.35 216 138 354

710: General Office BuildingTotal 258,364 GFA Formula 1.04 232 38 270 1.09 45 236 281

Existing 209,982 GFA Formula 1.07 193 31 224 1.10 37 194 231

New 48,382 GFA 39 7 46 8 42 50

820: Shopping CenterTotal 148,712 GFA Formula 1.52 140 86 226 4.90 350 379 729

Existing 118,295 GFA Formula 1.78 131 80 211 5.20 295 320 615

New 30,417 GFA 9 6 15 55 59 114932: High-Turnover (Sit-Down) Restaurant

Total 12,148 GFA Rate 9.77 74 45 119

Existing - GFA Rate 9.77 0 0 0

New 12,148 GFA Rate 74 45 119Total Net Trips 119 239 358 353 284 637

Mode Split 25% 30 60 90 25% 88 71 159Internal Capture 5 12 16 95 58 153

Total New Trips 85 167 252 169 156 325Percent Reduction 29% 30% 30% 52% 45% 49%

Land Use Units/GFA (ft2) Formula or Rate

AM Peak Hour PM Peak Hour

% In Out Total % In Out Total

9 6 15 55 59 1140% 0 0 0 34% 19 19 39

74 45 11943% 26 26 51

0 0 0 45 45 90Pass-By Trips

Total Pass-By

AM Peak Hour PM Peak Hour

820: Shopping Center

Pass-By Trips

932: High-Turnover (Sit-Down) Restaurant

Land Use



Survey7 (TTS) data for the zone containing the subject site. Figure 3.2 details the total forecast site-generated traffic. New trips and pass-by trips generated by the development are shown separately in Appendix D.

TABLE 3.3: ESTIMATED TRIP DISTRIBUTION

Figure 3.2 and Figure 3.3 illustrates the site-generated traffic volumes for the AM and PM peak hours, respectively.

7 Transportation Tomorrow Survey 2016, University of Toronto Data Management Group https://dmg.utoronto.ca

Travel Direction Inbound AM Outbound AM Inbound PM Outbound PMNorth via Westmount 15% 20% 20% 10%East via Father David Bauer 0% 0% 5% 5%East via Erb 45% 65% 55% 50%West via Erb 25% 5% 15% 30%South via Westmount 15% 10% 5% 5%



Figure 3.2: Site Generated Traffic Volumes – AM Peak Hour

Site Generated Traffic Volumes AM Peak Hour


NTS


Driveway B


Erb Street West

0

0 0

16 0

12 0

15 109

10

0 7 5

20 5

0 0

26 0 38

22 12 20 20 0 20 20

9 14 27 27 10 26

4 0 104 16

7 16 22

2 2 5

6

17 0

9 17 108

25 16 3131 0

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8

25 31

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0

0

0 0 25

108

0 9 38 31

0 0 31 108

0

Private Driveway

0 0 6

29

0 0

0

29 0

6

29

6 0

29

6 0

0

0 0

0

0

0

0

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29 4

6

29

0

0 29 0

7

4

13

33

Westcourt Place

0 6 7

4

0

0

0 0 7 7 0 0

0

0 0 4 4



Figure 3.3: Site Generated Traffic Volumes – PM Peak Hour

Site Generated Traffic Volumes PM Peak Hour


NTS


Driveway B


Erb Street West

0

0 0

5 0

4 0

12 56

10

0 2 2

15 3

0 0

63 0 71

16 6 15 15 0 15 15

34 4 45 45 24 63

11 0 53

19

28 39 52

6 1 3

13

21 0

10 21 64

21 39 3131 0

0D

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21 31

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0

0

0 -20

41

64

0 35 64 31

0 0 76 64

0

Private Driveway

0 -25

35

29

0 0

0

9 0

10

9

10 0

9

10 0

0

0 0

0

5

4

0

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23

9 7

10

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18

3

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0 9 18

3

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6

0 0 19 19 1 5

1

0 1 4 4



4 Evaluation of Future Traffic Conditions The assessment of the future traffic conditions contained in this section includes the future traffic forecasts as well as the level of service analysis.

4.1 2031 Background Traffic Growth

4.1.1 Background Traffic

A horizon of five years from full occupancy (Year 2031) has been assessed. The likely future traffic volumes are estimated to consist of:

Increased non-site traffic (generalized background road traffic growth); and

Traffic generated by the subject site.

During pre-study consultations, the Region of Waterloo confirmed a generalized background growth rate of 1.0% which was applied to existing turning movements, exclusive of those entering or exiting the site, to forecast future volumes. Figure 4.1 and Figure 4.2 details the 2031 forecast background traffic volumes.



Figure 4.1: 2031 Background Forecast Traffic Volumes – AM Peak Hour

2031 Background Forecast Traffic Volumes – AM Peak Hour


NTS


Driveway B


Erb Street West

1004

1113

Westcourt Place

6 764

234 175

6 222

69 33 346 345 313 320

19 42 223 226 21 243

11

831

1011

7

814

17

17

19

17

8 905

94

32

4

Wes

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5

Dri

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53

1007

2 19

28

994

11

1005

816

832 3

1011 6

Private Driveway

2 793

36

14

2 1

13 8 154 14 1

0

3 17 31 100

5

743 0 26

1129 0 100

5D

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5

14

1108

103

Dri

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0

1 989

118 13

98

10

58

267 0 409

60 557

126 106

0 0

1398 174 1121 1121 0 1121 1135

467 71 444 427 427 427

17

297 19

924

25

1056 24

39 1104

926

139

849

68

1121 1077

3 3

427 5 471

15 1



Figure 4.2: 2031 Background Forecast Traffic Volumes – PM Peak Hour

2031 Background Forecast Traffic Volumes – PM Peak Hour


NTS


Driveway B


Erb Street West

20

149 7

1263 32

1025 25

3 701

467

311

662

52

668 640

5 0

1006 24 972

723 107 668 668 0 668 650

1235 163 1005 1006 1006 1006

83 1 41

30

764 0 918160

951

149 79

0 0

1261 0 125

848 0 33

12 7

18D

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1259

119

846

19

Dri

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4

1

8 766

72

113

13 89 171 15

28 9 113 117

11

Private Driveway

5

1152 40

82

3 6

0

831

42

1199

873

1196 9

857

1176 79

139

23 162

121

1153

171 280

15

13

22

Wes

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1248

Dri

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22

957

28

1255

970

518 85

7

82

13

15

1352

1153

364

42 16 257 290 277 290

355

61 74 369 370 9

Westcourt Place 28



4.2 2031 Background Traffic Operations

The study area intersection operations analysis for the background traffic scenario followed the same methodology used for existing traffic conditions. The Westmount Road North and Erb Street West signalized intersection was optimized for movements splits, but no other improvements were considered.

Table 4.1 and Table 4.2 details the level of service conditions.

Similar to the existing conditions, all study area intersections are forecast to operate within acceptable levels, except for the following:


The queue length for the northbound left-turn lane extends beyond the current available storage length during the AM and PM peak hours.

Appendix E contains the detailed Synchro 9 results.



TABLE 4.1: 2031 BACKGROUND TRAFFIC OPERATIONS – AM PEAK HOUR

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LOS < D > D < D B C B B > B A A > A B

Delay < 43 > 43 < 52 13 22 11 16 > 16 5 3 > 4 12

V/C < 0.45 > < 0.36 0.55 0.02 0.55 > 0.44 0.30 >

95th < 24 > < 21 19 3 97 > 19 30 >

Storage < - > < 70 - 12 - > 40 - >

Avail. < - > < 49 - 9 - > 21 - >

LOS A > A A A A B B B

Delay 0 > 0 8 0 1 13 10 11

V/C 0.20 > 0.02 0.13 0.01 0.01

95th 0 > 0 0 0 0

Storage - > 80 - - -

Avail. - > 80 - - -


Delay 14 9 10 0 > 0 9 0 0

V/C 0.00 0.02 0.39 > 0.02 0.24

95th 0 1 0 > 1 0

Storage - - - > 13 -

Avail. - - - > 13 -

LOS B C A > B A A > A A A > A

Delay < 15 > 15 15 10 > 13 9 0 > 0 10 0 > 0

V/C < 0.03 > 0.05 0.02 > 0.00 0.39 > 0.05 0.31 >

95th < 1 > 1 1 > 0 0 > 1 0 >

Storage < - > - - > 25 - > 30 - >

Avail. < - > - - > 25 - > 29 - >

LOS B D > D C C A B C D > D D C A C C

Delay 18 38 > 35 27 24 5 20 26 45 > 43 41 32 1 31 35

V/C 0.38 0.89 > 0.50 0.21 0.18 0.49 0.88 > 0.69 0.50 0.14

95th 35 177 > 16 31 11 33 140 > 40 71 2

Storage 130 - > 60 - 30 20 - > 55 - 50

Avail. 95 - > 44 - 20 -13 - > 15 - 48

LOS < A > A < A > A B B

Delay < 1 > 1 < 0 > 0 < 14 > 14 < 12 > 12

V/C < 0.33 > < 0.15 > < 0.06 > < 0.05 >

95th < 1 > < 0 > < 1 > < 1 >


Delay 9 > 9 < 7 7 0 > 0

V/C 0.01 > < 0.06 0.00 >

95th 0 > < 2 0 >





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DTWSC



TABLE 4.2: 2031 BACKGROUND TRAFFIC OPERATIONS – PM PEAK HOUR

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LOS < C > C < D B C B B > B A A > A B

Delay < 25 > 25 < 52 18 26 11 12 > 12 6 5 > 5 11

V/C < 0.21 > < 0.50 0.68 0.07 0.46 > 0.37 0.46 >

95th < 13 > < 33 34 6 87 > 17 66 >

Storage < - > < 70 - 12 - > 40 - >

Avail. < - > < 37 - 6 - > 23 - >


Delay 0 > 0 8 0 0 14 10 12

V/C 0.17 > 0.01 0.21 0.04 0.02

95th 0 > 0 0 1 0

Storage - > 80 - - -

Avail. - > 80 - - -

LOS C B B A > A A A A

Delay 16 11 11 0 > 0 10 0 1

V/C 0.06 0.18 0.33 > 0.09 0.35

95th 2 5 0 > 3 0

Storage - - - > 13 -

Avail. - - - > 11 -

LOS < C > C C A > B B A > A A A > A

Delay < 16 > 16 18 9 > 14 11 0 > 0 9 0 > 0

V/C < 0.08 > 0.24 0.09 > 0.01 0.30 > 0.05 0.45 >

95th < 2 > 7 2 > 0 0 > 1 0 >

Storage < - > - - > 25 - > 30 - >

Avail. < - > - - > 25 - > 29 - >

LOS D C > D D D A D D C > C B D A C D

Delay 46 34 > 36 46 39 1 37 53 26 > 34 19 42 7 35 36

V/C 0.68 0.63 > 0.73 0.72 0.15 0.88 0.54 > 0.46 0.82 0.31

95th 32 79 > 50 103 0 96 81 > 28 142 17

Storage 130 - > 60 - 30 20 - > 55 - 50

Avail. 99 - > 10 - 30 -76 - > 27 - 33

LOS < A > A < A > A B < D > D

Delay < 0 > 0 < 1 > 0 < 14 > 14 < 32 > 32

V/C < 0.19 > < 0.29 > < 0.05 > < 0.48 >

95th < 0 > < 1 > < 1 > < 20 >


Delay 9 > 9 < 5 5 0 > 0

V/C 0.11 > < 0.01 0.00 >

95th 3 > < 0 0 >





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4.3 2031 Total Traffic Operations

The study area intersection operations analyses for the future total traffic projections followed the same methodology used for existing conditions. The Westmount Road North and Erb Street West signalized intersection was optimized for movements splits, but no other improvements were considered. Figure 4.3 and Figure 4.4 details the 2031 forecast Total Traffic Volumes.

Table 4.1 and Table 4.2 details the level of service conditions.

Similar to the existing and 2031 Background conditions, all study area intersections are forecast to operate within acceptable levels, except for the following:


The queue length for the northbound left-turn lane extends beyond the current available storage length during the AM and PM peak hours.

Erb Street West & Dietz Avenue North

The southbound movement operates at LOS F (v/c = 1.07) during the PM peak hour.

Appendix F contains the detailed Synchro 9 results.



Figure 4.3: 2031 Total Forecast Traffic Volumes – AM Peak Hour

2031 Total Forecast Traffic Volumes AM Peak Hour


NTS


Driveway B


Erb Street West

17

297 19

940

25

1068 24

54 1213

936

139

856

73

1141 1082

3 3

453 5 509

1420 186 1141 1141 0 1141 1155

476 85 471 454 437 453

19 1 114 74

274 16 431

62 559

131 112

17 0

752

17 134

1154 16 131

129 5

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Wes

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4

122

1133

134

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1

0

1 989

143 121

3 26 69 131

13 8 185 122

6

Private Driveway

2 793

42

43

2 1

0

1023 11

822

1034

838 3

1040

820

17

17

2 19

28

179

6

7

19

Wes

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1

Dri

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60

1036 15

837

1040

178 934

94

39

8

1017

1146

243

69 33 353 352 313 320

222

19 42 227 230 21

Westcourt Place

6 770

241



Figure 4.4: 2031 Total Forecast Traffic Volumes – PM Peak Hour

2031 Total Forecast Traffic Volumes PM Peak Hour


NTS


Driveway B


Erb Street West

1379

1164

370

42 16 276 309 278 295

356

61 75 373 374 14

Westcourt Place 28 11

62

189 283

15

17

22

Wes

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1258

Dri

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45

966

35

1265

979

518 86

5

83

31

18

840

42

1209

882

1206 9

866

1186 79

139

23 162

121

11

Private Driveway

5

1127 75

111

3 6

0

4

1

8 746

113 177

13 124 235 46

28 9 189 181

1271 21 189

869

39 6443 7

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Wes

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1269

183

867

50

Dri

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94 1 94

49

792 39 970166

952

152 92

21 0

1069 24 1043

739 113 683 683 0 683 665

1269 167 1050 1051 1030 1069

20

149 7

1268 32

1029 25

15 757

477

311

664

54

683 643

5 0



TABLE 4.3: 2031 TOTAL TRAFFIC OPERATIONS – AM PEAK HOUR

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LOS < D > D < D B C B B > B A A > A B

Delay < 43 > 43 < 52 13 21 12 17 > 17 6 3 > 4 12

V/C < 0.45 > < 0.36 0.56 0.02 0.57 > 0.45 0.30 >

95th < 24 > < 21 20 3 102 > 23 30 >

Storage < - > < 70 - 12 - > 40 - >

Avail. < - > < 49 - 9 - > 17 - >

LOS A > A A A A B B B

Delay 0 > 0 8 0 1 13 10 12

V/C 0.21 > 0.02 0.13 0.02 0.01

95th 0 > 0 0 0 0

Storage - > 80 - - -

Avail. - > 80 - - -


Delay 14 9 10 0 > 0 9 0 0

V/C 0.00 0.02 0.40 > 0.02 0.24

95th 0 1 0 > 1 0

Storage - - - > 13 -

Avail. - - - > 13 -

LOS B C B > B A A > A A A > A

Delay < 15 > 15 16 10 > 12 9 0 > 0 10 0 > 1

V/C < 0.03 > 0.07 0.06 > 0.00 0.39 > 0.05 0.31 >

95th < 1 > 2 2 > 0 0 > 1 0 >

Storage < - > - - > 25 - > 30 - >

Avail. < - > - - > 25 - > 29 - >

LOS B D > D C C A C C D > D D C A C C

Delay 19 39 > 36 34 24 5 21 26 47 > 44 43 32 2 31 35

V/C 0.40 0.90 > 0.60 0.22 0.19 0.49 0.89 > 0.71 0.50 0.14

95th 38 180 > 22 32 11 33 143 > 43 71 2

Storage 130 - > 60 - 30 20 - > 55 - 50

Avail. 92 - > 38 - 19 -13 - > 12 - 48

LOS < A > A < A > A < C > C < C > C

Delay < 1 > 1 < 0 > 0 < 15 > 15 < 19 > 19

V/C < 0.33 > < 0.17 > < 0.06 > < 0.34 >

95th < 1 > < 0 > < 2 > < 12 >


Delay 9 > 9 < 7 7 0 > 0

V/C 0.12 > < 0.08 0.00 >

95th 3 > < 2 0 >

LOS A A A > A A A

Delay 0 0 0 > 0 10 10

V/C 0.34 0.17 > 0.02

95th 0 0 > 1





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TABLE 4.4: 2031 TOTAL TRAFFIC OPERATIONS – PM PEAK HOUR

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LOS < C > C < D B C B B > B A A > A B

Delay < 25 > 25 < 52 18 26 12 13 > 13 6 5 > 5 11

V/C < 0.21 > < 0.50 0.69 0.07 0.48 > 0.40 0.47 >

95th < 13 > < 33 35 6 92 > 19 68 >

Storage < - > < 70 - 12 - > 40 - >

Avail. < - > < 37 - 6 - > 21 - >


Delay 0 > 0 8 0 0 14 10 12

V/C 0.18 > 0.01 0.21 0.04 0.02

95th 0 > 0 0 1 1

Storage - > 80 - - -

Avail. - > 80 - - -

LOS C B B A > A A A A

Delay 16 11 12 0 > 0 10 0 1

V/C 0.06 0.18 0.33 > 0.10 0.35

95th 2 5 0 > 3 0

Storage - - - > 13 -

Avail. - - - > 11 -

LOS < C > C C A > C B A > A A A > A

Delay < 17 > 17 22 10 > 16 11 0 > 0 10 0 > 1

V/C < 0.08 > 0.36 0.12 > 0.01 0.29 > 0.09 0.44 >

95th < 2 > 13 3 > 0 0 > 2 0 >

Storage < - > - - > 25 - > 30 - >

Avail. < - > - - > 25 - > 28 - >

LOS D C > D D D A D D C > D B D A D D

Delay 50 34 > 36 46 38 1 36 55 27 > 35 20 43 8 36 36

V/C 0.72 0.63 > 0.74 0.73 0.17 0.89 0.56 > 0.47 0.84 0.33

95th 36 80 > 50 106 2 99 84 > 29 142 19

Storage 130 - > 60 - 30 20 - > 55 - 50

Avail. 94 - > 10 - 28 -79 - > 26 - 31

LOS < A > A < A > A B < F > F

Delay < 1 > 0 < 1 > 0 < 15 > 15 < 142 > 142

V/C < 0.19 > < 0.31 > < 0.06 > < 1.07 >

95th < 1 > < 1 > < 2 > < 74 >


Delay 9 > 9 < 6 6 0 > 0

V/C 0.17 > < 0.03 0.00 >

95th 5 > < 1 0 >

LOS A A A > A B B

Delay 0 0 0 > 0 13 13

V/C 0.20 0.40 > 0.04

95th 0 0 > 1






DTWSC


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5 Remedial Measures 5.1 Left-Turn Lane Warrants

Westmount Road North currently has a centre two-way left-turn lane, which serves the two driveways to the development site.

A westbound left-turn lane on Father David Bauer Drive currently exists with a storage length of 25 metres. Using the left-turn lane warrant nomographs from the MTO Supplement of the TAC Guideline for Geometric Design, shown in Figure 5.1, it is found that a westbound left-turn lane is not warranted under 2031 Total conditions and therefore the existing westbound left-turn lane does not need to be extended.

The need for an eastbound left-turn lane on Erb Street West at Dietz Avenue was evaluated and is shown in in Figure 5.2. A left-turn lane with 15 metres of storage is warranted under Existing AM peak hour conditions, regardless of whether the subject development is built. Under 2031 Background and Total AM and PM peak hour conditions, the storage length requirement remains at 15 metres.

5.2 Signal Warrants

Unsignalized intersections can be assessed using the Ontario Traffic Manual (OTM) signal warrant guidelines8 to determine if a change in traffic control is warranted. The following intersections were assessed using the OTM signal warrants:

Erb Street West & Dietz Avenue North; and Westmount Road North & Driveway C.

Based on the warrant analysis, traffic control signals are not warranted under forecast total traffic conditions.

Appendix G contains the warrant analysis worksheets.

5.3 Southbound Right-Turn Lane at Erb Street and Dietz Avenue

Under 2031 Total conditions, the southbound movement at the Erb Street West and Dietz Avenue North intersections is forecast to operate at LOS F under the existing intersection configuration during the PM peak hour. As approximately 50% of the southbound movements in the PM peak hour are right-turn movements, the effects of separating the southbound right-turn and left-turn/through movements into two lanes was assessed using Synchro 9 under 2031 Total PM peak hour conditions. Table 5.1 compares the

8 Ontario Traffic Manual Book 12 – Traffic Signals



intersection operations of the Erb Street West and Dietz Avenue North intersection before and after implementation of a southbound right-turn lane.

TABLE 5.1: 2031 TOTAL PM PEAK HOUR – ERB & DIETZ OPERATIONS WITH SOUTHBOUND RIGHT-TURN LANE

As illustrated, implementing a southbound right-turn lane would improve the operations of the southbound movements. However, the shared southbound left-through lane will operate at LOS F with or without an additional right-turn lane. There is potential for vehicles wanting to turn left onto Erb Street West to divert to Roslin Avenue North via Sunshine Avenue, however those vehicles would still be delayed by the volumes on Erb Street West and would not provide significant time savings.

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LOS < A > A < A > A B < F > F

Delay < 1 > 0 < 1 > 0 < 15 > 15 < 142 > 142

V/C < 0.19 > < 0.31 > < 0.06 > < 1.07 >

95th < 1 > < 1 > < 2 > < 74 >

LOS < A > A < A > A B < F B F

Delay < 1 > 0 < 1 > 0 < 15 > 15 < 131 14 72

V/C < 0.19 > < 0.31 > < 0.06 > < 0.88 0.19

95th < 1 > < 1 > < 2 > < 42 6





MOE



Existing Configuration

Implementation of Southbound

Right-Turn Lane

Configuration



Figure 5.1: Left-turn Lane Warrant Westbound Father David Bauer Drive

Left-turn Lane WarrantWestbound Father David Bauer Drive


AM Peak Hour

PM Peak Hour



Figure 5.2: Left-turn Lane Warrant Eastbound Erb Street West

Eastbound Left-turn Lane WarrantErb Street West & Dietz Avenue North

2031 HorizonFigure 5.2Westmount Place Mixed-Use Development TIS

180289

AM Peak Hour

PM Peak Hour

2031 Total2031 Background Existing Conditions

2031 Total2031 Background Existing Conditions



6 Conclusions and Recommendations 6.1 Conclusions

Based on the investigations carried out, it is concluded that:

Existing (2019) Traffic Conditions: The study are intersections are forecast to operate within acceptable levels of service during the weekday AM and PM peak hours under the existing horizon, with the exceptions of the northbound left-turn movement on Westmount Road North at Erb Street West, which is forecast to operate at LOS E and the 95th percentile queue length extends beyond the storage length.

2031 Background Traffic Conditions: The study are intersections are forecast to operate within acceptable levels of service during the weekday AM and PM peak hours under the 2031 Background horizon, with the exception of the northbound left-turn movement on Westmount Road North at Erb Street West, where the 95th percentile queue length is forecast to extend beyond the storage length.

Development Generated Traffic: The proposed development is estimated to generate approximately 252 vehicle trips during the AM peak hour and approximately 325 vehicles trips during the PM peak hour.

2031 Total Traffic Conditions: The study area intersections are forecast to operate with similar levels of service to background traffic conditions, with the exception of the southbound movements on Dietz Avenue North at Erb Street West, which is forecast to operate at LOS E.

Remedial Measures: • Signals are not warranted at the currently unsignalized

intersections.

• An eastbound left-turn lane is warranted on Erb Street West at Dietz Avenue with 15 metres of storage is warranted under existing conditions. The storage length remains the same under 2031 Total conditions.

• Implementing a southbound right-turn lane on Dietz Avenue North at Erb Street West would improve the operations of the southbound right-turn movements under 2031 Total conditions.

6.2 Recommendations

Based on the findings of this study, the following recommendations are made:

The right-in-right-out driveway to Erb Street West be designed to minimize the possibility of left-turns and have no adverse impact on pedestrian safety.



It is recommended the Region of Waterloo consider implementing an eastbound left-turn lane at the Erb Street West and Dietz Avenue intersection, which is technically warranted by existing volumes.

Consideration be made to separating the southbound right-turn movements from the through/left-turn movements on Dietz Avenue North at Erb Street West to improve delays for the southbound right-turn movements, as a signal is not warranted at this intersection.


Paradigm Transportation Solutions Limited | Appendices

Appendix A Existing Count Data

Paradigm Transportation Solutions Limited5A-150 Pinebush Rd

Cambridge, Ontario, Canada N1R 8J8519-896-3163 [email protected]

Count Name: Westmount Road & Erb StreetSite Code:Start Date: 03/07/2019Page No: 1

Turning Movement Data

Start Time

Erb Street Erb Street Westmount Road Westmount Road


Left Thru Right U-Turn Peds App.Total Left Thru Right U-Turn Peds App.

Total Left Thru Right U-Turn Peds App.Total Left Thru Right U-Turn Peds App.

Total Int. Total

7:00 AM 12 52 21 0 1 85 6 26 9 0 2 41 8 89 6 1 1 104 7 36 3 0 0 46 276

7:15 AM 21 93 30 0 3 144 7 34 6 0 6 47 23 95 7 0 3 125 8 64 5 0 4 77 393

7:30 AM 27 127 61 0 2 215 7 45 6 0 2 58 21 109 17 0 3 147 13 90 10 0 5 113 533

7:45 AM 29 160 55 0 8 244 13 45 18 0 5 76 29 171 13 0 6 213 22 121 8 0 5 151 684

Hourly Total 89 432 167 0 14 688 33 150 39 0 15 222 81 464 43 1 13 589 50 311 26 0 14 387 1886

8:00 AM 37 187 63 0 7 287 9 67 22 0 11 98 25 183 18 0 5 226 30 108 8 0 7 146 757

8:15 AM 36 244 64 0 5 344 24 48 28 0 10 100 39 193 15 0 8 247 35 123 18 0 9 176 867

8:30 AM 33 183 61 0 7 277 11 51 26 0 5 88 28 189 13 0 3 230 26 145 16 0 10 187 782

8:45 AM 47 200 73 0 14 320 18 69 17 0 5 104 30 181 14 0 1 225 20 113 11 0 6 144 793

Hourly Total 153 814 261 0 33 1228 62 235 93 0 31 390 122 746 60 0 17 928 111 489 53 0 32 653 3199

9:00 AM 25 145 67 0 13 237 18 55 13 0 4 86 35 141 12 0 8 188 6 95 14 0 9 115 626

9:15 AM 34 121 49 0 15 204 17 73 10 0 5 100 40 151 14 0 4 205 15 92 16 0 8 123 632

9:30 AM 29 115 49 0 14 193 8 62 15 0 10 85 32 133 15 0 7 180 17 97 21 0 3 135 593

9:45 AM 26 111 44 0 4 181 13 67 16 0 4 96 24 155 12 0 1 191 15 90 15 0 7 120 588

Hourly Total 114 492 209 0 46 815 56 257 54 0 23 367 131 580 53 0 20 764 53 374 66 0 27 493 2439

*** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - -

11:30 AM 26 94 39 0 3 159 21 94 16 0 2 131 44 102 15 0 2 161 18 92 26 0 2 136 587

11:45 AM 34 113 39 0 4 186 15 81 15 0 7 111 50 124 14 0 8 188 16 98 31 0 7 145 630

Hourly Total 60 207 78 0 7 345 36 175 31 0 9 242 94 226 29 0 10 349 34 190 57 0 9 281 1217

12:00 PM 25 86 25 0 3 136 15 95 12 0 3 122 59 101 17 0 2 177 12 106 19 0 7 137 572

12:15 PM 18 99 34 0 11 151 15 76 17 0 7 108 61 104 14 0 6 179 22 79 19 0 3 120 558

12:30 PM 19 110 37 0 6 166 13 78 18 0 10 109 34 119 18 0 6 171 18 101 19 0 6 138 584

12:45 PM 26 122 48 0 9 196 11 74 18 0 9 103 40 94 10 0 6 144 27 90 13 0 6 130 573

Hourly Total 88 417 144 0 29 649 54 323 65 0 29 442 194 418 59 0 20 671 79 376 70 0 22 525 2287

1:00 PM 22 81 33 0 3 136 17 91 18 0 12 126 40 83 8 0 3 131 22 107 22 0 14 151 544

1:15 PM 21 96 32 0 11 149 18 87 18 0 6 123 47 87 11 0 8 145 14 104 18 0 9 136 553

*** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - -

Hourly Total 43 177 65 0 14 285 35 178 36 0 18 249 87 170 19 0 11 276 36 211 40 0 23 287 1097

3:00 PM 28 99 39 0 5 166 17 106 10 0 4 133 54 98 16 0 6 168 24 126 29 0 9 179 646

3:15 PM 31 105 41 0 7 177 22 97 9 0 8 128 55 127 8 0 9 190 29 121 28 0 3 178 673

3:30 PM 41 94 26 0 7 161 21 111 17 0 3 149 66 102 14 0 5 182 25 136 32 0 6 193 685

3:45 PM 29 112 40 0 12 181 28 124 10 0 9 162 62 119 17 0 11 198 27 140 39 0 10 206 747

Hourly Total 129 410 146 0 31 685 88 438 46 0 24 572 237 446 55 0 31 738 105 523 128 0 28 756 2751

4:00 PM 33 84 37 0 13 154 23 173 15 0 8 211 71 135 11 0 8 217 27 178 35 0 13 240 822

4:15 PM 18 105 22 0 9 145 23 141 20 0 5 184 69 158 18 0 4 245 32 154 35 0 13 221 795

4:30 PM 20 106 39 0 6 165 32 145 13 0 7 190 63 131 10 0 6 204 34 197 29 0 7 260 819

4:45 PM 27 96 30 0 14 153 37 174 21 0 13 232 74 145 17 0 8 236 31 222 37 0 13 290 911

Hourly Total 98 391 128 0 42 617 115 633 69 0 33 817 277 569 56 0 26 902 124 751 136 0 46 1011 3347

5:00 PM 23 103 36 0 16 162 43 176 18 0 6 237 68 140 12 0 1 220 35 214 43 0 11 292 911

5:15 PM 24 105 26 1 17 156 31 176 17 0 10 224 68 166 7 0 6 241 31 203 32 0 4 266 887

5:30 PM 14 115 29 0 6 158 30 120 17 0 10 167 56 135 12 0 5 203 26 169 28 0 12 223 751

5:45 PM 39 141 37 0 10 217 17 131 19 0 5 167 47 118 12 0 5 177 33 148 22 0 10 203 764

Hourly Total 100 464 128 1 49 693 121 603 71 0 31 795 239 559 43 0 17 841 125 734 125 0 37 984 3313

Grand Total 874 3804 1326 1 265 6005 600 2992 504 0 213 4096 1462 4178 417 1 165 6058 717 3959 701 0 238 5377 21536

Approach % 14.6 63.3 22.1 0.0 - - 14.6 73.0 12.3 0.0 - - 24.1 69.0 6.9 0.0 - - 13.3 73.6 13.0 0.0 - - -

Total % 4.1 17.7 6.2 0.0 - 27.9 2.8 13.9 2.3 0.0 - 19.0 6.8 19.4 1.9 0.0 - 28.1 3.3 18.4 3.3 0.0 - 25.0 -

Lights 805 3720 1303 1 - 5829 596 2909 489 0 - 3994 1433 4079 412 1 - 5925 706 3867 633 0 - 5206 20954

% Lights 92.1 97.8 98.3 100.0 - 97.1 99.3 97.2 97.0 - - 97.5 98.0 97.6 98.8 100.0 - 97.8 98.5 97.7 90.3 - - 96.8 97.3

Mediums 68 81 23 0 - 172 3 77 12 0 - 92 29 98 4 0 - 131 11 88 68 0 - 167 562

% Mediums 7.8 2.1 1.7 0.0 - 2.9 0.5 2.6 2.4 - - 2.2 2.0 2.3 1.0 0.0 - 2.2 1.5 2.2 9.7 - - 3.1 2.6

Articulated Trucks 0 2 0 0 - 2 1 4 3 0 - 8 0 0 1 0 - 1 0 4 0 0 - 4 15

% ArticulatedTrucks 0.0 0.1 0.0 0.0 - 0.0 0.2 0.1 0.6 - - 0.2 0.0 0.0 0.2 0.0 - 0.0 0.0 0.1 0.0 - - 0.1 0.1

Bicycles on Road 1 1 0 0 - 2 0 2 0 0 - 2 0 1 0 0 - 1 0 0 0 0 - 0 5

% Bicycles onRoad 0.1 0.0 0.0 0.0 - 0.0 0.0 0.1 0.0 - - 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 - - 0.0 0.0

Bicycles onCrosswalk - - - - 0 - - - - - 1 - - - - - 2 - - - - - 0 - -

% Bicycles onCrosswalk - - - - 0.0 - - - - - 0.5 - - - - - 1.2 - - - - - 0.0 - -

Pedestrians - - - - 265 - - - - - 212 - - - - - 163 - - - - - 238 - -

% Pedestrians - - - - 100.0 - - - - - 99.5 - - - - - 98.8 - - - - - 100.0 - -




03/07/2019 7:00 AMEnding At03/07/2019 6:00 PM

LightsMediumsArticulated TrucksBicycles on RoadOther

Westmount Road [N]

Out In Total

5373 5206 10579

178 167 345

3 4 7

2 0 2

0 0 0

5556 5377 10933

633 3867 706 0 0

68 88 11 0 0

0 4 0 0 0

0 0 0 0 0

0 0 0 0 238

701 3959 717 0 238R T L U P

49380 1 3 96

4838

Out

40960 2 8 92

3994

In

90340 3 11

188

8832

Total

Erb S

treet [E]

R 504 0 0 3 12489

T2992

0 2 4 772909

L 600 0 0 1 3 596

U 0 0 0 0 0 0

P 213213 0 0 0 0

5767 5925 11692

114 131 245

5 1 6

0 1 1

0 0 0

5886 6058 11944Out In Total

Westmount Road [S]

U L T R P

1 1433 4079 412 0

0 29 98 4 0

0 0 0 1 0

0 0 1 0 0

0 0 0 0 165

1 1462 4178 417 165

Erb

Stre

et [W

] Tota

l

1080

5

346 6 4 0

1116

1

In

5829

172 2 2 0

6005

Out

4976

174 4 2 0

5156

1 0 0 0 0 1 U

805

68 0 1 0 874 L

3720 81 2 1 0

3804 T

1303 23 0 0 0

1326 R

0 0 0 0 265

265 P

Turning Movement Data Plot




Turning Movement Peak Hour Data (8:00 AM)

Start Time





Total Int. Total

8:00 AM 37 187 63 0 7 287 9 67 22 0 11 98 25 183 18 0 5 226 30 108 8 0 7 146 757

8:15 AM 36 244 64 0 5 344 24 48 28 0 10 100 39 193 15 0 8 247 35 123 18 0 9 176 867

8:30 AM 33 183 61 0 7 277 11 51 26 0 5 88 28 189 13 0 3 230 26 145 16 0 10 187 782

8:45 AM 47 200 73 0 14 320 18 69 17 0 5 104 30 181 14 0 1 225 20 113 11 0 6 144 793

Total 153 814 261 0 33 1228 62 235 93 0 31 390 122 746 60 0 17 928 111 489 53 0 32 653 3199

Approach % 12.5 66.3 21.3 0.0 - - 15.9 60.3 23.8 0.0 - - 13.1 80.4 6.5 0.0 - - 17.0 74.9 8.1 0.0 - - -

Total % 4.8 25.4 8.2 0.0 - 38.4 1.9 7.3 2.9 0.0 - 12.2 3.8 23.3 1.9 0.0 - 29.0 3.5 15.3 1.7 0.0 - 20.4 -

PHF 0.814 0.834 0.894 0.000 - 0.892 0.646 0.851 0.830 0.000 - 0.938 0.782 0.966 0.833 0.000 - 0.939 0.793 0.843 0.736 0.000 - 0.873 0.922

Lights 142 793 258 0 - 1193 61 220 89 0 - 370 119 728 60 0 - 907 108 473 41 0 - 622 3092

% Lights 92.8 97.4 98.9 - - 97.1 98.4 93.6 95.7 - - 94.9 97.5 97.6 100.0 - - 97.7 97.3 96.7 77.4 - - 95.3 96.7

Mediums 11 19 3 0 - 33 1 15 3 0 - 19 3 18 0 0 - 21 3 15 12 0 - 30 103

% Mediums 7.2 2.3 1.1 - - 2.7 1.6 6.4 3.2 - - 4.9 2.5 2.4 0.0 - - 2.3 2.7 3.1 22.6 - - 4.6 3.2


% ArticulatedTrucks 0.0 0.1 0.0 - - 0.1 0.0 0.0 1.1 - - 0.3 0.0 0.0 0.0 - - 0.0 0.0 0.2 0.0 - - 0.2 0.1

Bicycles on Road 0 1 0 0 - 1 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 1

% Bicycles onRoad 0.0 0.1 0.0 - - 0.1 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0



Pedestrians - - - - 33 - - - - - 30 - - - - - 17 - - - - - 32 - -

% Pedestrians - - - - 100.0 - - - - - 96.8 - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 8:00 AMEnding At03/07/2019 9:00 AM


Westmount Road [N]

Out In Total

959 622 1581

32 30 62

1 1 2

0 0 0

0 0 0

992 653 1645

41 473 108 0 0

12 15 3 0 0

0 1 0 0 0

0 0 0 0 0

0 0 0 0 32

53 489 111 0 32R T L U P

985 0 1 1 22

961

Out

390 0 0 1 19

370

In

13750 1 2 41

1331

Total

Erb S

treet [E]

R 93 0 0 1 3 89

T 235 0 0 0 15220

L 62 0 0 0 1 61

U 0 0 0 0 0 0

P 31 31 0 0 0 0

792 907 1699

19 21 40

1 0 1

0 0 0

0 0 0

812 928 1740Out In Total

Westmount Road [S]

U L T R P

0 119 728 60 0

0 3 18 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 17

0 122 746 60 17

Erb

Stre

et [W

] Tota

l

1573 63 1 1 0

1638

In

1193 33 1 1 0

1228

Out

380

30 0 0 0 410

0 0 0 0 0 0 U

142

11 0 0 0 153 L

793

19 1 1 0 814 T

258 3 0 0 0 261 R

0 0 0 0 33 33 P

Turning Movement Peak Hour Data Plot (8:00 AM)





Start Time





Total Int. Total

11:30 AM 26 94 39 0 3 159 21 94 16 0 2 131 44 102 15 0 2 161 18 92 26 0 2 136 587

11:45 AM 34 113 39 0 4 186 15 81 15 0 7 111 50 124 14 0 8 188 16 98 31 0 7 145 630

12:00 PM 25 86 25 0 3 136 15 95 12 0 3 122 59 101 17 0 2 177 12 106 19 0 7 137 572

12:15 PM 18 99 34 0 11 151 15 76 17 0 7 108 61 104 14 0 6 179 22 79 19 0 3 120 558

Total 103 392 137 0 21 632 66 346 60 0 19 472 214 431 60 0 18 705 68 375 95 0 19 538 2347

Approach % 16.3 62.0 21.7 0.0 - - 14.0 73.3 12.7 0.0 - - 30.4 61.1 8.5 0.0 - - 12.6 69.7 17.7 0.0 - - -

Total % 4.4 16.7 5.8 0.0 - 26.9 2.8 14.7 2.6 0.0 - 20.1 9.1 18.4 2.6 0.0 - 30.0 2.9 16.0 4.0 0.0 - 22.9 -

PHF 0.757 0.867 0.878 0.000 - 0.849 0.786 0.911 0.882 0.000 - 0.901 0.877 0.869 0.882 0.000 - 0.938 0.773 0.884 0.766 0.000 - 0.928 0.931

Lights 96 386 135 0 - 617 66 335 57 0 - 458 212 421 58 0 - 691 66 367 88 0 - 521 2287

% Lights 93.2 98.5 98.5 - - 97.6 100.0 96.8 95.0 - - 97.0 99.1 97.7 96.7 - - 98.0 97.1 97.9 92.6 - - 96.8 97.4

Mediums 7 6 2 0 - 15 0 11 3 0 - 14 2 9 1 0 - 12 2 7 7 0 - 16 57

% Mediums 6.8 1.5 1.5 - - 2.4 0.0 3.2 5.0 - - 3.0 0.9 2.1 1.7 - - 1.7 2.9 1.9 7.4 - - 3.0 2.4



Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 1 0 0 - 1 0 0 0 0 - 0 1

% Bicycles onRoad 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.2 0.0 - - 0.1 0.0 0.0 0.0 - - 0.0 0.0



Pedestrians - - - - 21 - - - - - 19 - - - - - 18 - - - - - 19 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 11:30 AMEnding At03/07/2019 12:30 PM


Westmount Road [N]

Out In Total

574 521 1095

19 16 35

0 1 1

1 0 1

0 0 0

594 538 1132

88 367 66 0 0

7 7 2 0 0

0 1 0 0 0

0 0 0 0 0

0 0 0 0 19

95 375 68 0 19R T L U P

520 0 0 1 9 510

Out

472 0 0 0 14

458

In

992 0 0 1 23

968

Total

Erb S

treet [E]

R 60 0 0 0 3 57

T 346 0 0 0 11335

L 66 0 0 0 0 66

U 0 0 0 0 0 0

P 19 19 0 0 0 0

568 691 1259

9 12 21

1 1 2

0 1 1

0 0 0


Westmount Road [S]

U L T R P

0 212 421 58 0

0 2 9 1 0

0 0 0 1 0

0 0 1 0 0

0 0 0 0 18

0 214 431 60 18

Erb

Stre

et [W

] Tota

l

1252 35 0 0 0

1287

In 617

15 0 0 0 632

Out

635

20 0 0 0 655

0 0 0 0 0 0 U

96 7 0 0 0 103 L

386 6 0 0 0 392 T

135 2 0 0 0 137 R

0 0 0 0 21 21 P





Turning Movement Peak Hour Data (4:30 PM)

Start Time





Total Int. Total

4:30 PM 20 106 39 0 6 165 32 145 13 0 7 190 63 131 10 0 6 204 34 197 29 0 7 260 819

4:45 PM 27 96 30 0 14 153 37 174 21 0 13 232 74 145 17 0 8 236 31 222 37 0 13 290 911

5:00 PM 23 103 36 0 16 162 43 176 18 0 6 237 68 140 12 0 1 220 35 214 43 0 11 292 911

5:15 PM 24 105 26 1 17 156 31 176 17 0 10 224 68 166 7 0 6 241 31 203 32 0 4 266 887

Total 94 410 131 1 53 636 143 671 69 0 36 883 273 582 46 0 21 901 131 836 141 0 35 1108 3528

Approach % 14.8 64.5 20.6 0.2 - - 16.2 76.0 7.8 0.0 - - 30.3 64.6 5.1 0.0 - - 11.8 75.5 12.7 0.0 - - -

Total % 2.7 11.6 3.7 0.0 - 18.0 4.1 19.0 2.0 0.0 - 25.0 7.7 16.5 1.3 0.0 - 25.5 3.7 23.7 4.0 0.0 - 31.4 -

PHF 0.870 0.967 0.840 0.250 - 0.964 0.831 0.953 0.821 0.000 - 0.931 0.922 0.877 0.676 0.000 - 0.935 0.936 0.941 0.820 0.000 - 0.949 0.968

Lights 86 403 131 1 - 621 143 665 67 0 - 875 272 573 46 0 - 891 128 827 130 0 - 1085 3472

% Lights 91.5 98.3 100.0 100.0 - 97.6 100.0 99.1 97.1 - - 99.1 99.6 98.5 100.0 - - 98.9 97.7 98.9 92.2 - - 97.9 98.4

Mediums 8 7 0 0 - 15 0 5 2 0 - 7 1 9 0 0 - 10 3 9 11 0 - 23 55

% Mediums 8.5 1.7 0.0 0.0 - 2.4 0.0 0.7 2.9 - - 0.8 0.4 1.5 0.0 - - 1.1 2.3 1.1 7.8 - - 2.1 1.6


% ArticulatedTrucks 0.0 0.0 0.0 0.0 - 0.0 0.0 0.1 0.0 - - 0.1 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0

Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0

% Bicycles onRoad 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0



Pedestrians - - - - 53 - - - - - 36 - - - - - 21 - - - - - 35 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 4:30 PMEnding At03/07/2019 5:30 PM


Westmount Road [N]

Out In Total

726 1085 1811

19 23 42

0 0 0

0 0 0

0 0 0

745 1108 1853

130 827 128 0 0

11 9 3 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 35

141 836 131 0 35R T L U P

587 0 0 0 10

577

Out

883 0 0 1 7 875

In

14700 0 1 17

1452

Total

Erb S

treet [E]

R 69 0 0 0 2 67

T 671 0 0 1 5 665

L 143 0 0 0 0 143

U 0 0 0 0 0 0

P 36 36 0 0 0 0

1101 891 1992

9 10 19

0 0 0

0 0 0

0 0 0


Westmount Road [S]

U L T R P

0 272 573 46 0

0 1 9 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 21

0 273 582 46 21

Erb

Stre

et [W

] Tota

l

1689 32 1 0 0

1722

In 621

15 0 0 0 636

Out

1068 17 1 0 0

1086

1 0 0 0 0 1 U

86 8 0 0 0 94 L

403 7 0 0 0 410 T

131 0 0 0 0 131 R

0 0 0 0 53 53 P

Turning Movement Peak Hour Data Plot (4:30 PM)






Count Name: Westmount Road & Father DavidBauer DriveSite Code:Start Date: 03/07/2019Page No: 1


Start Time

Father David Bauer Drive Westcourt Place Westmount Road Westmount Road




Total Int. Total

7:00 AM 2 1 3 0 0 6 4 0 14 0 0 18 2 97 5 0 2 104 12 45 1 0 0 58 186

7:15 AM 5 2 3 0 2 10 6 0 14 0 0 20 0 85 10 0 3 95 15 88 2 0 0 105 230

7:30 AM 6 0 2 0 2 8 6 1 16 0 0 23 1 104 14 0 2 119 26 123 2 0 0 151 301

7:45 AM 7 2 1 0 1 10 10 0 21 0 0 31 1 164 23 0 4 188 45 160 1 0 0 206 435

Hourly Total 20 5 9 0 5 34 26 1 65 0 0 92 4 450 52 0 11 506 98 416 6 0 0 520 1152

8:00 AM 5 4 5 0 6 14 5 1 37 0 1 43 3 205 18 0 7 226 45 162 2 0 1 209 492

8:15 AM 8 5 3 0 5 16 11 3 41 0 2 55 0 227 17 0 2 244 58 181 1 0 1 240 555

8:30 AM 6 3 5 0 7 14 14 1 32 0 1 47 2 191 20 0 7 213 48 177 1 0 0 226 500

8:45 AM 10 3 4 0 2 17 7 0 44 0 3 51 2 172 28 0 2 202 55 151 1 0 2 207 477

Hourly Total 29 15 17 0 20 61 37 5 154 0 7 196 7 795 83 0 18 885 206 671 5 0 4 882 2024

9:00 AM 4 1 7 0 3 12 13 1 36 0 2 50 5 129 22 0 3 156 33 115 4 0 0 152 370

9:15 AM 5 2 4 0 2 11 13 3 24 0 0 40 3 163 24 0 4 190 34 123 4 0 0 161 402

9:30 AM 6 1 4 0 3 11 14 1 31 0 13 46 3 148 12 0 4 163 37 120 3 0 0 160 380

9:45 AM 10 3 1 0 2 14 8 0 35 0 3 43 2 151 24 0 10 177 32 116 4 0 0 152 386

Hourly Total 25 7 16 0 10 48 48 5 126 0 18 179 13 591 82 0 21 686 136 474 15 0 0 625 1538

*** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - -

11:30 AM 5 1 2 0 1 8 17 1 34 0 4 52 2 110 18 0 8 130 27 112 14 0 0 153 343

11:45 AM 3 2 5 0 1 10 17 1 36 0 11 54 1 141 22 0 10 164 22 111 4 0 0 137 365

Hourly Total 8 3 7 0 2 18 34 2 70 0 15 106 3 251 40 0 18 294 49 223 18 0 0 290 708

12:00 PM 7 2 3 0 5 12 16 1 41 0 5 58 4 117 18 0 5 139 30 106 6 0 2 142 351

12:15 PM 5 1 3 0 10 9 10 2 29 0 11 41 3 124 11 0 11 138 22 120 9 0 1 151 339

12:30 PM 4 1 5 0 7 10 13 3 29 0 13 45 0 127 13 0 12 140 23 127 4 0 1 154 349

12:45 PM 3 1 5 0 1 9 8 1 42 0 14 51 3 138 18 0 7 159 26 106 4 0 0 136 355

Hourly Total 19 5 16 0 23 40 47 7 141 0 43 195 10 506 60 0 35 576 101 459 23 0 4 583 1394

1:00 PM 7 2 3 0 1 12 15 1 27 0 15 43 6 105 18 0 0 129 27 131 5 0 0 163 347

1:15 PM 5 2 3 0 0 10 10 0 30 0 8 40 8 98 14 0 8 120 20 124 6 0 0 150 320

*** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - -

Hourly Total 12 4 6 0 1 22 25 1 57 0 23 83 14 203 32 0 8 249 47 255 11 0 0 313 667

3:00 PM 4 2 2 0 5 8 18 3 43 0 9 64 2 120 23 0 8 145 22 144 6 0 1 172 389

3:15 PM 3 1 5 1 3 10 19 4 24 0 2 47 3 138 20 0 8 161 24 151 4 0 2 179 397

3:30 PM 5 0 5 0 5 10 13 2 28 0 5 43 4 149 26 0 19 179 17 149 8 0 1 174 406

3:45 PM 9 3 4 0 4 16 17 2 31 0 5 50 2 155 18 0 8 175 37 188 7 0 1 232 473

Hourly Total 21 6 16 1 17 44 67 11 126 0 21 204 11 562 87 0 43 660 100 632 25 0 5 757 1665

4:00 PM 11 1 7 0 9 19 25 5 41 0 18 71 7 177 15 0 12 199 39 197 8 0 4 244 533

4:15 PM 6 2 3 0 4 11 16 2 60 0 7 78 4 175 21 0 18 200 44 217 7 0 0 268 557

4:30 PM 3 0 6 0 3 9 13 5 55 0 14 73 4 159 17 0 13 180 40 233 7 0 3 280 542

4:45 PM 5 1 4 0 3 10 15 4 62 0 9 81 5 176 16 0 19 197 41 279 6 0 0 326 614

Hourly Total 25 4 20 0 19 49 69 16 218 0 48 303 20 687 69 0 62 776 164 926 28 0 7 1118 2246

5:00 PM 1 1 6 0 2 8 20 2 74 0 11 96 5 200 24 0 13 229 36 246 6 0 1 288 621

5:15 PM 5 2 3 0 12 10 17 2 55 0 13 74 2 218 15 0 17 235 33 255 6 0 1 294 613

5:30 PM 4 0 7 0 3 11 18 0 62 0 15 80 4 166 12 0 13 182 34 210 9 0 2 253 526

5:45 PM 9 4 2 0 6 15 18 13 54 0 10 85 8 142 25 0 19 175 52 195 6 0 1 253 528

Hourly Total 19 7 18 0 23 44 73 17 245 0 49 335 19 726 76 0 62 821 155 906 27 0 5 1088 2288

Grand Total 178 56 125 1 120 360 426 65 1202 0 224 1693 101 4771 581 0 278 5453 1056 4962 158 0 25 6176 13682

Approach % 49.4 15.6 34.7 0.3 - - 25.2 3.8 71.0 0.0 - - 1.9 87.5 10.7 0.0 - - 17.1 80.3 2.6 0.0 - - -

Total % 1.3 0.4 0.9 0.0 - 2.6 3.1 0.5 8.8 0.0 - 12.4 0.7 34.9 4.2 0.0 - 39.9 7.7 36.3 1.2 0.0 - 45.1 -

Lights 178 53 123 1 - 355 423 64 1187 0 - 1674 100 4599 555 0 - 5254 1035 4800 154 0 - 5989 13272

% Lights 100.0 94.6 98.4 100.0 - 98.6 99.3 98.5 98.8 - - 98.9 99.0 96.4 95.5 - - 96.4 98.0 96.7 97.5 - - 97.0 97.0

Mediums 0 1 2 0 - 3 3 0 11 0 - 14 1 170 24 0 - 195 18 156 4 0 - 178 390

% Mediums 0.0 1.8 1.6 0.0 - 0.8 0.7 0.0 0.9 - - 0.8 1.0 3.6 4.1 - - 3.6 1.7 3.1 2.5 - - 2.9 2.9



Bicycles on Road 0 2 0 0 - 2 0 1 0 0 - 1 0 1 0 0 - 1 1 0 0 0 - 1 5

% Bicycles onRoad 0.0 3.6 0.0 0.0 - 0.6 0.0 1.5 0.0 - - 0.1 0.0 0.0 0.0 - - 0.0 0.1 0.0 0.0 - - 0.0 0.0



Pedestrians - - - - 120 - - - - - 223 - - - - - 277 - - - - - 25 - -

% Pedestrians - - - - 100.0 - - - - - 99.6 - - - - - 99.6 - - - - - 100.0 - -




03/07/2019 7:00 AMEnding At03/07/2019 6:00 PM


Westmount Road [N]

Out In Total

5964 5989 11953

181 178 359

5 8 13

1 1 2

0 0 0

6151 6176 12327

154 4800 1035 0 0

4 156 18 0 0

0 6 2 0 0

0 0 1 0 0

0 0 0 0 25

158 4962 1056 0 25R T L U P

16930 3 4 43

1643

Out

16930 1 4 14

1674

In

33860 4 8 57

3317

Total

Westcourt P

lace [E]

R1202

0 0 4 111187

T 65 0 1 0 0 64

L 426 0 0 0 3 423

U 0 0 0 0 0 0

P 224224 0 0 0 0

5346 5254 10600

161 195 356

6 3 9

0 1 1

0 0 0

5513 5453 10966Out In Total

Westmount Road [S]

U L T R P

0 100 4599 555 0

0 1 170 24 0

0 0 1 2 0

0 0 1 0 0

0 0 0 0 278

0 101 4771 581 278

Fath

er D

avid

Bau

er D

rive

[

Tota

l

674 8 0 3 0 685

In 355 3 0 2 0 360

Out

319 5 0 1 0 325

1 0 0 0 0 1 U

178 0 0 0 0 178 L

53 1 0 2 0 56 T

123 2 0 0 0 125 R

0 0 0 0 120

120 P






Start Time





Total Int. Total

8:00 AM 5 4 5 0 6 14 5 1 37 0 1 43 3 205 18 0 7 226 45 162 2 0 1 209 492

8:15 AM 8 5 3 0 5 16 11 3 41 0 2 55 0 227 17 0 2 244 58 181 1 0 1 240 555

8:30 AM 6 3 5 0 7 14 14 1 32 0 1 47 2 191 20 0 7 213 48 177 1 0 0 226 500

8:45 AM 10 3 4 0 2 17 7 0 44 0 3 51 2 172 28 0 2 202 55 151 1 0 2 207 477

Total 29 15 17 0 20 61 37 5 154 0 7 196 7 795 83 0 18 885 206 671 5 0 4 882 2024

Approach % 47.5 24.6 27.9 0.0 - - 18.9 2.6 78.6 0.0 - - 0.8 89.8 9.4 0.0 - - 23.4 76.1 0.6 0.0 - - -

Total % 1.4 0.7 0.8 0.0 - 3.0 1.8 0.2 7.6 0.0 - 9.7 0.3 39.3 4.1 0.0 - 43.7 10.2 33.2 0.2 0.0 - 43.6 -

PHF 0.725 0.750 0.850 0.000 - 0.897 0.661 0.417 0.875 0.000 - 0.891 0.583 0.876 0.741 0.000 - 0.907 0.888 0.927 0.625 0.000 - 0.919 0.912

Lights 29 13 16 0 - 58 37 5 151 0 - 193 6 764 78 0 - 848 202 642 4 0 - 848 1947

% Lights 100.0 86.7 94.1 - - 95.1 100.0 100.0 98.1 - - 98.5 85.7 96.1 94.0 - - 95.8 98.1 95.7 80.0 - - 96.1 96.2

Mediums 0 1 1 0 - 2 0 0 3 0 - 3 1 30 5 0 - 36 3 28 1 0 - 32 73

% Mediums 0.0 6.7 5.9 - - 3.3 0.0 0.0 1.9 - - 1.5 14.3 3.8 6.0 - - 4.1 1.5 4.2 20.0 - - 3.6 3.6



Bicycles on Road 0 1 0 0 - 1 0 0 0 0 - 0 0 0 0 0 - 0 1 0 0 0 - 1 2

% Bicycles onRoad 0.0 6.7 0.0 - - 1.6 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.5 0.0 0.0 - - 0.1 0.1



Pedestrians - - - - 20 - - - - - 7 - - - - - 18 - - - - - 4 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 8:00 AMEnding At03/07/2019 9:00 AM


Westmount Road [N]

Out In Total

944 848 1792

33 32 65

1 1 2

0 1 1

0 0 0

978 882 1860

4 642 202 0 0

1 28 3 0 0

0 1 0 0 0

0 0 1 0 0

0 0 0 0 4

5 671 206 0 4R T L U P

304 0 2 0 9 293

Out

196 0 0 0 3 193

In

500 0 2 0 12

486

Total

Westcourt P

lace [E]

R 154 0 0 0 3 151

T 5 0 0 0 0 5

L 37 0 0 0 0 37

U 0 0 0 0 0 0

P 7 7 0 0 0 0

695 848 1543

29 36 65

1 1 2

0 0 0

0 0 0


Westmount Road [S]

U L T R P

0 6 764 78 0

0 1 30 5 0

0 0 1 0 0

0 0 0 0 0

0 0 0 0 18

0 7 795 83 18

Fath

er D

avid

Bau

er D

rive

[

Tota

l

73 4 0 1 0 78

In 58 2 0 1 0 61

Out 15 2 0 0 0 17

0 0 0 0 0 0 U

29 0 0 0 0 29 L

13 1 0 1 0 15 T

16 1 0 0 0 17 R

0 0 0 0 20 20 P






Start Time





Total Int. Total

11:45 AM 3 2 5 0 1 10 17 1 36 0 11 54 1 141 22 0 10 164 22 111 4 0 0 137 365

12:00 PM 7 2 3 0 5 12 16 1 41 0 5 58 4 117 18 0 5 139 30 106 6 0 2 142 351

12:15 PM 5 1 3 0 10 9 10 2 29 0 11 41 3 124 11 0 11 138 22 120 9 0 1 151 339

12:30 PM 4 1 5 0 7 10 13 3 29 0 13 45 0 127 13 0 12 140 23 127 4 0 1 154 349

Total 19 6 16 0 23 41 56 7 135 0 40 198 8 509 64 0 38 581 97 464 23 0 4 584 1404

Approach % 46.3 14.6 39.0 0.0 - - 28.3 3.5 68.2 0.0 - - 1.4 87.6 11.0 0.0 - - 16.6 79.5 3.9 0.0 - - -

Total % 1.4 0.4 1.1 0.0 - 2.9 4.0 0.5 9.6 0.0 - 14.1 0.6 36.3 4.6 0.0 - 41.4 6.9 33.0 1.6 0.0 - 41.6 -

PHF 0.679 0.750 0.800 0.000 - 0.854 0.824 0.583 0.823 0.000 - 0.853 0.500 0.902 0.727 0.000 - 0.886 0.808 0.913 0.639 0.000 - 0.948 0.962

Lights 19 6 16 0 - 41 56 7 134 0 - 197 8 490 61 0 - 559 95 452 23 0 - 570 1367

% Lights 100.0 100.0 100.0 - - 100.0 100.0 100.0 99.3 - - 99.5 100.0 96.3 95.3 - - 96.2 97.9 97.4 100.0 - - 97.6 97.4

Mediums 0 0 0 0 - 0 0 0 0 0 - 0 0 19 3 0 - 22 2 12 0 0 - 14 36

% Mediums 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 3.7 4.7 - - 3.8 2.1 2.6 0.0 - - 2.4 2.6



Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0

% Bicycles onRoad 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0



Pedestrians - - - - 23 - - - - - 40 - - - - - 38 - - - - - 4 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 11:45 AMEnding At03/07/2019 12:45 PM


Westmount Road [N]

Out In Total

643 570 1213

19 14 33

1 0 1

0 0 0

0 0 0

663 584 1247

23 452 95 0 0

0 12 2 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 4

23 464 97 0 4R T L U P

167 0 0 0 5 162

Out

198 0 0 1 0 197

In

365 0 0 1 5 359

Total

Westcourt P

lace [E]

R 135 0 0 1 0 134

T 7 0 0 0 0 7

L 56 0 0 0 0 56

U 0 0 0 0 0 0

P 40 40 0 0 0 0

524 559 1083

12 22 34

0 0 0

0 0 0

0 0 0


Westmount Road [S]

U L T R P

0 8 490 61 0

0 0 19 3 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 38

0 8 509 64 38

Fath

er D

avid

Bau

er D

rive

[

Tota

l

79 0 0 0 0 79

In 41 0 0 0 0 41

Out 38 0 0 0 0 38

0 0 0 0 0 0 U

19 0 0 0 0 19 L

6 0 0 0 0 6 T

16 0 0 0 0 16 R

0 0 0 0 23 23 P






Start Time





Total Int. Total

4:30 PM 3 0 6 0 3 9 13 5 55 0 14 73 4 159 17 0 13 180 40 233 7 0 3 280 542

4:45 PM 5 1 4 0 3 10 15 4 62 0 9 81 5 176 16 0 19 197 41 279 6 0 0 326 614

5:00 PM 1 1 6 0 2 8 20 2 74 0 11 96 5 200 24 0 13 229 36 246 6 0 1 288 621

5:15 PM 5 2 3 0 12 10 17 2 55 0 13 74 2 218 15 0 17 235 33 255 6 0 1 294 613

Total 14 4 19 0 20 37 65 13 246 0 47 324 16 753 72 0 62 841 150 1013 25 0 5 1188 2390

Approach % 37.8 10.8 51.4 0.0 - - 20.1 4.0 75.9 0.0 - - 1.9 89.5 8.6 0.0 - - 12.6 85.3 2.1 0.0 - - -

Total % 0.6 0.2 0.8 0.0 - 1.5 2.7 0.5 10.3 0.0 - 13.6 0.7 31.5 3.0 0.0 - 35.2 6.3 42.4 1.0 0.0 - 49.7 -

PHF 0.700 0.500 0.792 0.000 - 0.925 0.813 0.650 0.831 0.000 - 0.844 0.800 0.864 0.750 0.000 - 0.895 0.915 0.908 0.893 0.000 - 0.911 0.962

Lights 14 3 19 0 - 36 65 13 246 0 - 324 16 734 69 0 - 819 149 993 25 0 - 1167 2346

% Lights 100.0 75.0 100.0 - - 97.3 100.0 100.0 100.0 - - 100.0 100.0 97.5 95.8 - - 97.4 99.3 98.0 100.0 - - 98.2 98.2

Mediums 0 0 0 0 - 0 0 0 0 0 - 0 0 19 3 0 - 22 1 20 0 0 - 21 43

% Mediums 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 2.5 4.2 - - 2.6 0.7 2.0 0.0 - - 1.8 1.8



Bicycles on Road 0 1 0 0 - 1 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 1

% Bicycles onRoad 0.0 25.0 0.0 - - 2.7 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0



Pedestrians - - - - 20 - - - - - 47 - - - - - 62 - - - - - 5 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 4:30 PMEnding At03/07/2019 5:30 PM


Westmount Road [N]

Out In Total

994 1167 2161

19 21 40

0 0 0

0 0 0

0 0 0

1013 1188 2201

25 993 149 0 0

0 20 1 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 5

25 1013 150 0 5R T L U P

226 0 1 0 4 221

Out

324 0 0 0 0 324

In

550 0 1 0 4 545

Total

Westcourt P

lace [E]

R 246 0 0 0 0 246

T 13 0 0 0 0 13

L 65 0 0 0 0 65

U 0 0 0 0 0 0

P 47 47 0 0 0 0

1077 819 1896

20 22 42

0 0 0

0 0 0

0 0 0


Westmount Road [S]

U L T R P

0 16 734 69 0

0 0 19 3 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 62

0 16 753 72 62

Fath

er D

avid

Bau

er D

rive

[

Tota

l

90 0 0 1 0 91

In 36 0 0 1 0 37

Out 54 0 0 0 0 54

0 0 0 0 0 0 U

14 0 0 0 0 14 L

3 0 0 1 0 4 T

19 0 0 0 0 19 R

0 0 0 0 20 20 P







Count Name: Erb Street & Dietz Avenue NorthSite Code:Start Date: 03/07/2019Page No: 1


Start Time

Erb Street Erb Street Dietz Avenue North Dietz Avenue North




Total Int. Total

7:00 AM 5 62 0 0 1 67 0 36 3 0 2 39 0 1 0 0 1 1 1 0 2 0 2 3 110

7:15 AM 2 101 0 0 1 103 0 44 15 0 0 59 0 1 1 0 0 2 1 0 1 0 1 2 166

7:30 AM 12 143 0 0 2 155 1 57 4 0 0 62 1 0 2 0 3 3 1 0 0 0 0 1 221

7:45 AM 9 187 1 0 1 197 0 75 24 0 0 99 0 0 4 0 1 4 1 0 2 0 5 3 303

Hourly Total 28 493 1 0 5 522 1 212 46 0 2 259 1 2 7 0 5 10 4 0 5 0 8 9 800

8:00 AM 7 230 1 0 2 238 0 84 13 0 0 97 0 0 2 0 0 2 1 0 2 0 4 3 340

8:15 AM 7 285 10 0 3 302 1 89 16 0 1 106 1 2 5 0 0 8 1 1 5 0 6 7 423

8:30 AM 11 205 5 0 1 221 0 83 16 0 1 99 2 0 4 0 0 6 4 0 3 0 0 7 333

8:45 AM 9 226 1 0 1 236 3 103 6 0 3 112 0 1 4 0 1 5 3 0 3 0 3 6 359

Hourly Total 34 946 17 0 7 997 4 359 51 0 5 414 3 3 15 0 1 21 9 1 13 0 13 23 1455

9:00 AM 4 161 0 0 0 165 6 87 8 0 1 101 0 0 4 0 2 4 1 0 1 0 1 2 272

9:15 AM 2 160 1 0 0 163 1 90 6 0 1 97 0 0 3 0 0 3 4 0 3 0 3 7 270

9:30 AM 4 149 2 0 3 155 1 84 5 0 1 90 0 2 5 0 3 7 0 0 3 0 2 3 255

9:45 AM 1 133 0 0 0 134 2 94 4 0 0 100 0 2 6 0 1 8 2 0 3 0 3 5 247

Hourly Total 11 603 3 0 3 617 10 355 23 0 3 388 0 4 18 0 6 22 7 0 10 0 9 17 1044

*** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - -

11:30 AM 2 121 2 0 0 125 4 127 3 0 0 134 1 1 3 0 0 5 8 2 3 0 1 13 277

11:45 AM 4 134 0 0 0 138 1 126 4 0 0 131 0 0 2 0 2 2 5 0 4 0 7 9 280

Hourly Total 6 255 2 0 0 263 5 253 7 0 0 265 1 1 5 0 2 7 13 2 7 0 8 22 557

12:00 PM 2 111 0 0 1 113 5 100 3 0 0 108 1 0 2 0 2 3 4 0 8 0 3 12 236

12:15 PM 2 142 1 1 0 146 0 99 2 0 0 101 1 0 2 0 3 3 1 0 3 0 3 4 254

12:30 PM 5 129 1 0 1 135 1 108 5 0 0 114 1 0 2 0 0 3 3 1 5 0 8 9 261

12:45 PM 2 144 2 0 0 148 1 96 3 0 0 100 1 0 5 0 1 6 1 2 5 0 1 8 262

Hourly Total 11 526 4 1 2 542 7 403 13 0 0 423 4 0 11 0 6 15 9 3 21 0 15 33 1013

1:00 PM 1 116 1 0 0 118 3 104 1 0 1 108 3 0 4 0 3 7 1 0 1 0 3 2 235

1:15 PM 2 117 1 0 0 120 1 111 0 0 0 112 0 0 2 0 4 2 1 1 9 0 2 11 245

*** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - -

Hourly Total 3 233 2 0 0 238 4 215 1 0 1 220 3 0 6 0 7 9 2 1 10 0 5 13 480

3:00 PM 2 138 5 0 1 145 3 130 2 0 0 135 0 1 3 0 1 4 9 0 8 0 4 17 301

3:15 PM 1 143 0 0 1 144 1 124 4 0 0 129 1 0 1 0 4 2 10 0 5 0 4 15 290

3:30 PM 2 128 1 0 1 131 1 145 2 0 0 148 1 0 1 0 0 2 10 0 9 0 3 19 300

3:45 PM 5 139 1 0 1 145 3 137 0 0 0 140 1 0 4 0 3 5 11 1 19 0 1 31 321

Hourly Total 10 548 7 0 4 565 8 536 8 0 0 552 3 1 9 0 8 13 40 1 41 0 12 82 1212

4:00 PM 1 130 2 0 0 133 2 191 3 0 2 196 0 0 4 0 2 4 15 0 20 0 7 35 368

4:15 PM 3 132 4 0 0 139 4 166 5 0 0 175 1 0 0 0 1 1 10 0 25 0 1 35 350

4:30 PM 2 149 1 0 0 152 2 192 6 0 1 200 1 0 4 0 1 5 10 1 17 0 2 28 385

4:45 PM 0 130 2 0 1 132 6 215 3 0 0 224 2 0 2 0 2 4 14 0 17 0 3 31 391

Hourly Total 6 541 9 0 1 556 14 764 17 0 3 795 4 0 10 0 6 14 49 1 79 0 13 129 1494

5:00 PM 1 137 3 0 2 141 4 196 2 0 2 202 1 0 5 0 4 6 8 0 25 0 5 33 382

5:15 PM 0 146 0 0 2 146 9 204 4 0 0 217 0 0 7 0 4 7 4 0 14 0 2 18 388

5:30 PM 3 141 3 0 1 147 4 168 2 0 1 174 0 0 3 0 3 3 4 0 11 0 2 15 339

5:45 PM 2 158 2 0 3 162 5 146 0 0 0 151 1 1 5 0 3 7 5 1 4 0 2 10 330

Hourly Total 6 582 8 0 8 596 22 714 8 0 3 744 2 1 20 0 14 23 21 1 54 0 11 76 1439

Grand Total 115 4727 53 1 30 4896 75 3811 174 0 17 4060 21 12 101 0 55 134 154 10 240 0 94 404 9494

Approach % 2.3 96.5 1.1 0.0 - - 1.8 93.9 4.3 0.0 - - 15.7 9.0 75.4 0.0 - - 38.1 2.5 59.4 0.0 - - -

Total % 1.2 49.8 0.6 0.0 - 51.6 0.8 40.1 1.8 0.0 - 42.8 0.2 0.1 1.1 0.0 - 1.4 1.6 0.1 2.5 0.0 - 4.3 -

Lights 115 4631 50 1 - 4797 74 3708 160 0 - 3942 21 12 101 0 - 134 153 10 239 0 - 402 9275

% Lights 100.0 98.0 94.3 100.0 - 98.0 98.7 97.3 92.0 - - 97.1 100.0 100.0 100.0 - - 100.0 99.4 100.0 99.6 - - 99.5 97.7

Mediums 0 90 1 0 - 91 1 92 14 0 - 107 0 0 0 0 - 0 1 0 0 0 - 1 199

% Mediums 0.0 1.9 1.9 0.0 - 1.9 1.3 2.4 8.0 - - 2.6 0.0 0.0 0.0 - - 0.0 0.6 0.0 0.0 - - 0.2 2.1



Bicycles on Road 0 3 2 0 - 5 0 3 0 0 - 3 0 0 0 0 - 0 0 0 1 0 - 1 9

% Bicycles onRoad 0.0 0.1 3.8 0.0 - 0.1 0.0 0.1 0.0 - - 0.1 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.4 - - 0.2 0.1



Pedestrians - - - - 30 - - - - - 17 - - - - - 53 - - - - - 94 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 96.4 - - - - - 100.0 - -




03/07/2019 7:00 AMEnding At03/07/2019 6:00 PM


Dietz Avenue North [N]

Out In Total

287 402 689

14 1 15

0 0 0

0 1 1

0 0 0

301 404 705

239 10 153 0 0

0 0 1 0 0

0 0 0 0 0

1 0 0 0 0

0 0 0 0 94

240 10 154 0 94R T L U P

49820 3 3 91

4885

Out

40600 3 8 107

3942

In

90420 6 11

198

8827

Total

Erb S

treet [E]

R 174 0 0 0 14160

T3811

0 3 8 923708

L 75 0 0 0 1 74

U 0 0 0 0 0 0

P 17 17 0 0 0 0

134 134 268

2 0 2

0 0 0

2 0 2

0 0 0


Dietz Avenue North [S]

U L T R P

0 21 12 101 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 55

0 21 12 101 55

Erb

Stre

et [W

] Tota

l

8766

183

11 9 0

8969

In

4797 91 3 5 0

4896

Out

3969 92 8 4 0

4073

1 0 0 0 0 1 U

115 0 0 0 0 115 L

4631 90 3 3 0

4727 T

50 1 0 2 0 53 R

0 0 0 0 30 30 P






Start Time





Total Int. Total

8:00 AM 7 230 1 0 2 238 0 84 13 0 0 97 0 0 2 0 0 2 1 0 2 0 4 3 340

8:15 AM 7 285 10 0 3 302 1 89 16 0 1 106 1 2 5 0 0 8 1 1 5 0 6 7 423

8:30 AM 11 205 5 0 1 221 0 83 16 0 1 99 2 0 4 0 0 6 4 0 3 0 0 7 333

8:45 AM 9 226 1 0 1 236 3 103 6 0 3 112 0 1 4 0 1 5 3 0 3 0 3 6 359

Total 34 946 17 0 7 997 4 359 51 0 5 414 3 3 15 0 1 21 9 1 13 0 13 23 1455

Approach % 3.4 94.9 1.7 0.0 - - 1.0 86.7 12.3 0.0 - - 14.3 14.3 71.4 0.0 - - 39.1 4.3 56.5 0.0 - - -

Total % 2.3 65.0 1.2 0.0 - 68.5 0.3 24.7 3.5 0.0 - 28.5 0.2 0.2 1.0 0.0 - 1.4 0.6 0.1 0.9 0.0 - 1.6 -

PHF 0.773 0.830 0.425 0.000 - 0.825 0.333 0.871 0.797 0.000 - 0.924 0.375 0.375 0.750 0.000 - 0.656 0.563 0.250 0.650 0.000 - 0.821 0.860

Lights 34 922 16 0 - 972 4 339 48 0 - 391 3 3 15 0 - 21 9 1 13 0 - 23 1407

% Lights 100.0 97.5 94.1 - - 97.5 100.0 94.4 94.1 - - 94.4 100.0 100.0 100.0 - - 100.0 100.0 100.0 100.0 - - 100.0 96.7

Mediums 0 22 0 0 - 22 0 19 3 0 - 22 0 0 0 0 - 0 0 0 0 0 - 0 44

% Mediums 0.0 2.3 0.0 - - 2.2 0.0 5.3 5.9 - - 5.3 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 3.0



Bicycles on Road 0 1 1 0 - 2 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 2

% Bicycles onRoad 0.0 0.1 5.9 - - 0.2 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.1



Pedestrians - - - - 7 - - - - - 5 - - - - - 1 - - - - - 13 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 8:00 AMEnding At03/07/2019 9:00 AM



Out In Total

85 23 108

3 0 3

0 0 0

0 0 0

0 0 0

88 23 111

13 1 9 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 13

13 1 9 0 13R T L U P

970 0 1 1 22

946

Out

414 0 0 1 22

391

In

13840 1 2 44

1337

Total

Erb S

treet [E]

R 51 0 0 0 3 48

T 359 0 0 1 19339

L 4 0 0 0 0 4

U 0 0 0 0 0 0

P 5 5 0 0 0 0

21 21 42

0 0 0

0 0 0

1 0 1

0 0 0



U L T R P

0 3 3 15 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 1

0 3 3 15 1

Erb

Stre

et [W

] Tota

l

1327 41 2 2 0

1372

In 972

22 1 2 0 997

Out

355

19 1 0 0 375

0 0 0 0 0 0 U

34 0 0 0 0 34 L

922

22 1 1 0 946 T

16 0 0 1 0 17 R

0 0 0 0 7 7 P






Start Time





Total Int. Total

11:30 AM 2 121 2 0 0 125 4 127 3 0 0 134 1 1 3 0 0 5 8 2 3 0 1 13 277

11:45 AM 4 134 0 0 0 138 1 126 4 0 0 131 0 0 2 0 2 2 5 0 4 0 7 9 280

12:00 PM 2 111 0 0 1 113 5 100 3 0 0 108 1 0 2 0 2 3 4 0 8 0 3 12 236

12:15 PM 2 142 1 1 0 146 0 99 2 0 0 101 1 0 2 0 3 3 1 0 3 0 3 4 254

Total 10 508 3 1 1 522 10 452 12 0 0 474 3 1 9 0 7 13 18 2 18 0 14 38 1047

Approach % 1.9 97.3 0.6 0.2 - - 2.1 95.4 2.5 0.0 - - 23.1 7.7 69.2 0.0 - - 47.4 5.3 47.4 0.0 - - -

Total % 1.0 48.5 0.3 0.1 - 49.9 1.0 43.2 1.1 0.0 - 45.3 0.3 0.1 0.9 0.0 - 1.2 1.7 0.2 1.7 0.0 - 3.6 -

PHF 0.625 0.894 0.375 0.250 - 0.894 0.500 0.890 0.750 0.000 - 0.884 0.750 0.250 0.750 0.000 - 0.650 0.563 0.250 0.563 0.000 - 0.731 0.935

Lights 10 499 3 1 - 513 10 438 12 0 - 460 3 1 9 0 - 13 17 2 18 0 - 37 1023

% Lights 100.0 98.2 100.0 100.0 - 98.3 100.0 96.9 100.0 - - 97.0 100.0 100.0 100.0 - - 100.0 94.4 100.0 100.0 - - 97.4 97.7

Mediums 0 7 0 0 - 7 0 14 0 0 - 14 0 0 0 0 - 0 1 0 0 0 - 1 22

% Mediums 0.0 1.4 0.0 0.0 - 1.3 0.0 3.1 0.0 - - 3.0 0.0 0.0 0.0 - - 0.0 5.6 0.0 0.0 - - 2.6 2.1



Bicycles on Road 0 1 0 0 - 1 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 1

% Bicycles onRoad 0.0 0.2 0.0 0.0 - 0.2 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.1


% Bicycles onCrosswalk - - - - 0.0 - - - - - - - - - - - 0.0 - - - - - 0.0 - -

Pedestrians - - - - 1 - - - - - 0 - - - - - 7 - - - - - 14 - -

% Pedestrians - - - - 100.0 - - - - - - - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 11:30 AMEnding At03/07/2019 12:30 PM



Out In Total

23 37 60

0 1 1

0 0 0

0 0 0

0 0 0

23 38 61

18 2 17 0 0

0 0 1 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 14

18 2 18 0 14R T L U P

535 0 1 1 8 525

Out

474 0 0 0 14

460

In

10090 1 1 22

985

Total

Erb S

treet [E]

R 12 0 0 0 0 12

T 452 0 0 0 14438

L 10 0 0 0 0 10

U 0 0 0 0 0 0

P 0 0 0 0 0 0

15 13 28

0 0 0

0 0 0

0 0 0

0 0 0



U L T R P

0 3 1 9 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 7

0 3 1 9 7

Erb

Stre

et [W

] Tota

l

973

21 1 1 0 996

In 513 7 1 1 0 522

Out

460

14 0 0 0 474

1 0 0 0 0 1 U

10 0 0 0 0 10 L

499 7 1 1 0 508 T

3 0 0 0 0 3 R

0 0 0 0 1 1 P






Start Time





Total Int. Total

4:30 PM 2 149 1 0 0 152 2 192 6 0 1 200 1 0 4 0 1 5 10 1 17 0 2 28 385

4:45 PM 0 130 2 0 1 132 6 215 3 0 0 224 2 0 2 0 2 4 14 0 17 0 3 31 391

5:00 PM 1 137 3 0 2 141 4 196 2 0 2 202 1 0 5 0 4 6 8 0 25 0 5 33 382

5:15 PM 0 146 0 0 2 146 9 204 4 0 0 217 0 0 7 0 4 7 4 0 14 0 2 18 388

Total 3 562 6 0 5 571 21 807 15 0 3 843 4 0 18 0 11 22 36 1 73 0 12 110 1546

Approach % 0.5 98.4 1.1 0.0 - - 2.5 95.7 1.8 0.0 - - 18.2 0.0 81.8 0.0 - - 32.7 0.9 66.4 0.0 - - -

Total % 0.2 36.4 0.4 0.0 - 36.9 1.4 52.2 1.0 0.0 - 54.5 0.3 0.0 1.2 0.0 - 1.4 2.3 0.1 4.7 0.0 - 7.1 -

PHF 0.375 0.943 0.500 0.000 - 0.939 0.583 0.938 0.625 0.000 - 0.941 0.500 0.000 0.643 0.000 - 0.786 0.643 0.250 0.730 0.000 - 0.833 0.988

Lights 3 552 5 0 - 560 21 800 12 0 - 833 4 0 18 0 - 22 36 1 73 0 - 110 1525

% Lights 100.0 98.2 83.3 - - 98.1 100.0 99.1 80.0 - - 98.8 100.0 - 100.0 - - 100.0 100.0 100.0 100.0 - - 100.0 98.6

Mediums 0 10 0 0 - 10 0 6 3 0 - 9 0 0 0 0 - 0 0 0 0 0 - 0 19

% Mediums 0.0 1.8 0.0 - - 1.8 0.0 0.7 20.0 - - 1.1 0.0 - 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 1.2


% ArticulatedTrucks 0.0 0.0 0.0 - - 0.0 0.0 0.1 0.0 - - 0.1 0.0 - 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.1

Bicycles on Road 0 0 1 0 - 1 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 1

% Bicycles onRoad 0.0 0.0 16.7 - - 0.2 0.0 0.0 0.0 - - 0.0 0.0 - 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.1



Pedestrians - - - - 5 - - - - - 3 - - - - - 11 - - - - - 12 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 4:30 PMEnding At03/07/2019 5:30 PM



Out In Total

15 110 125

3 0 3

0 0 0

0 0 0

0 0 0

18 110 128

73 1 36 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 12

73 1 36 0 12R T L U P

616 0 0 0 10

606

Out

843 0 0 1 9 833

In

14590 0 1 19

1439

Total

Erb S

treet [E]

R 15 0 0 0 3 12

T 807 0 0 1 6 800

L 21 0 0 0 0 21

U 0 0 0 0 0 0

P 3 3 0 0 0 0

27 22 49

0 0 0

0 0 0

1 0 1

0 0 0



U L T R P

0 4 0 18 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 11

0 4 0 18 11

Erb

Stre

et [W

] Tota

l

1437 16 1 1 0

1455

In 560

10 0 1 0 571

Out

877 6 1 0 0 884

0 0 0 0 0 0 U

3 0 0 0 0 3 L

552

10 0 0 0 562 T

5 0 0 1 0 6 R

0 0 0 0 5 5 P







Count Name: Driveway 3 Westmount PlaceSite Code:Start Date: 03/07/2019Page No: 1


Start Time

Father David Bauer Drive Father David Bauer Drive Driveway 3 Westmount Place

Eastbound Westbound Northbound

Thru Right U-Turn Peds App. Total Left Thru U-Turn Peds App. Total Left Right U-Turn Peds App. Total Int. Total

7:00 AM 22 2 0 1 24 1 18 0 0 19 0 0 0 3 0 43

7:15 AM 28 2 0 0 30 0 19 0 0 19 0 1 0 1 1 50

7:30 AM 34 2 0 0 36 2 22 0 1 24 2 1 0 4 3 63

7:45 AM 56 12 0 1 68 3 32 0 0 35 4 1 0 2 5 108

Hourly Total 140 18 0 2 158 6 91 0 1 97 6 3 0 10 9 264

8:00 AM 63 7 0 2 70 3 50 0 0 53 1 2 0 2 3 126

8:15 AM 72 5 0 2 77 4 49 0 0 53 2 3 0 5 5 135

8:30 AM 70 10 0 1 80 6 39 0 0 45 0 1 0 3 1 126

8:45 AM 70 10 0 2 80 8 57 0 0 65 1 1 0 3 2 147

Hourly Total 275 32 0 7 307 21 195 0 0 216 4 7 0 13 11 534

9:00 AM 48 5 0 0 53 1 45 0 0 46 2 1 0 1 3 102

9:15 AM 63 2 0 1 65 3 39 0 1 42 0 1 0 1 1 108

9:30 AM 51 2 0 1 53 2 41 0 0 43 0 0 0 1 0 96

9:45 AM 52 3 0 0 55 1 44 0 0 45 2 0 0 2 2 102

Hourly Total 214 12 0 2 226 7 169 0 1 176 4 2 0 5 6 408

*** BREAK *** - - - - - - - - - - - - - - - -

11:30 AM 49 1 0 0 50 3 49 0 1 52 0 0 0 3 0 102

11:45 AM 42 0 0 0 42 1 49 0 0 50 2 0 0 1 2 94

Hourly Total 91 1 0 0 92 4 98 0 1 102 2 0 0 4 2 196

12:00 PM 57 0 0 0 57 0 49 0 0 49 1 0 0 0 1 107

12:15 PM 30 0 0 0 30 0 40 0 0 40 2 0 0 0 2 72

12:30 PM 23 2 0 0 25 0 28 0 0 28 2 0 0 1 2 55

12:45 PM 36 3 0 0 39 3 46 0 1 49 1 1 0 5 2 90

Hourly Total 146 5 0 0 151 3 163 0 1 166 6 1 0 6 7 324

1:00 PM 46 2 0 0 48 2 39 0 1 41 1 1 0 2 2 91

1:15 PM 35 1 0 0 36 0 38 0 0 38 1 1 0 5 2 76

*** BREAK *** - - - - - - - - - - - - - - - -

Hourly Total 81 3 0 0 84 2 77 0 1 79 2 2 0 7 4 167

3:00 PM 53 2 0 0 55 2 49 0 0 51 7 4 0 0 11 117

3:15 PM 49 1 0 0 50 0 40 0 0 40 2 1 0 4 3 93

3:30 PM 44 1 0 1 45 0 42 0 0 42 3 3 0 4 6 93

3:45 PM 62 2 0 0 64 0 49 0 0 49 3 3 0 2 6 119

Hourly Total 208 6 0 1 214 2 180 0 0 182 15 11 0 10 26 422

4:00 PM 46 3 0 3 49 1 58 0 0 59 9 3 0 1 12 120

4:15 PM 66 4 0 0 70 5 70 0 0 75 9 4 0 4 13 158

4:30 PM 56 1 0 0 57 0 63 0 0 63 7 10 0 2 17 137

4:45 PM 45 7 0 0 52 2 72 0 0 74 3 9 0 5 12 138

Hourly Total 213 15 0 3 228 8 263 0 0 271 28 26 0 12 54 553

5:00 PM 64 1 0 0 65 2 84 0 3 86 5 4 0 2 9 160

5:15 PM 51 4 0 1 55 2 75 0 0 77 4 4 0 4 8 140

5:30 PM 45 3 0 0 48 2 78 0 0 80 4 4 0 1 8 136

5:45 PM 83 5 0 0 88 3 75 0 0 78 2 1 0 1 3 169

Hourly Total 243 13 0 1 256 9 312 0 3 321 15 13 0 8 28 605

Grand Total 1611 105 0 16 1716 62 1548 0 8 1610 82 65 0 75 147 3473

Approach % 93.9 6.1 0.0 - - 3.9 96.1 0.0 - - 55.8 44.2 0.0 - - -

Total % 46.4 3.0 0.0 - 49.4 1.8 44.6 0.0 - 46.4 2.4 1.9 0.0 - 4.2 -

Lights 1569 98 0 - 1667 61 1528 0 - 1589 77 62 0 - 139 3395

% Lights 97.4 93.3 - - 97.1 98.4 98.7 - - 98.7 93.9 95.4 - - 94.6 97.8

Mediums 33 4 0 - 37 1 14 0 - 15 2 3 0 - 5 57

% Mediums 2.0 3.8 - - 2.2 1.6 0.9 - - 0.9 2.4 4.6 - - 3.4 1.6

Articulated Trucks 3 1 0 - 4 0 2 0 - 2 2 0 0 - 2 8

% Articulated Trucks 0.2 1.0 - - 0.2 0.0 0.1 - - 0.1 2.4 0.0 - - 1.4 0.2

Bicycles on Road 6 2 0 - 8 0 4 0 - 4 1 0 0 - 1 13

% Bicycles on Road 0.4 1.9 - - 0.5 0.0 0.3 - - 0.2 1.2 0.0 - - 0.7 0.4

Bicycles on Crosswalk - - - 0 - - - - 0 - - - - 1 - -

% Bicycles on Crosswalk - - - 0.0 - - - - 0.0 - - - - 1.3 - -

Pedestrians - - - 16 - - - - 8 - - - - 74 - -

% Pedestrians - - - 100.0 - - - - 100.0 - - - - 98.7 - -




03/07/2019 7:00 AMEnding At03/07/2019 6:00 PM


16760 6 3 36

1631

Out

16100 4 2 15

1589

In

32860 10 5 51

3220

Total

Father David B

auer Drive [E

T1548

0 4 2 141528

L 62 0 0 0 1 61

U 0 0 0 0 0 0

P 8 8 0 0 0 0

159 139 298

5 5 10

1 2 3

2 1 3

0 0 0


Driveway 3 Westmount

U L R P

0 77 62 0

0 2 3 0

0 2 0 0

0 1 0 0

0 0 0 75

0 82 65 75

Fath

er D

avid

Bau

er D

rive

[

Tota

l

3272 53 8 13 0

3346

In

1667 37 4 8 0

1716

Out

1605 16 4 5 0

1630

0 0 0 0 0 0 U

1569 33 3 6 0

1611 T

98 4 1 2 0 105 R

0 0 0 0 16 16 P






Start Time




8:00 AM 63 7 0 2 70 3 50 0 0 53 1 2 0 2 3 126

8:15 AM 72 5 0 2 77 4 49 0 0 53 2 3 0 5 5 135

8:30 AM 70 10 0 1 80 6 39 0 0 45 0 1 0 3 1 126

8:45 AM 70 10 0 2 80 8 57 0 0 65 1 1 0 3 2 147

Total 275 32 0 7 307 21 195 0 0 216 4 7 0 13 11 534

Approach % 89.6 10.4 0.0 - - 9.7 90.3 0.0 - - 36.4 63.6 0.0 - - -

Total % 51.5 6.0 0.0 - 57.5 3.9 36.5 0.0 - 40.4 0.7 1.3 0.0 - 2.1 -

PHF 0.955 0.800 0.000 - 0.959 0.656 0.855 0.000 - 0.831 0.500 0.583 0.000 - 0.550 0.908

Lights 265 30 0 - 295 21 191 0 - 212 4 7 0 - 11 518

% Lights 96.4 93.8 - - 96.1 100.0 97.9 - - 98.1 100.0 100.0 - - 100.0 97.0

Mediums 7 2 0 - 9 0 3 0 - 3 0 0 0 - 0 12

% Mediums 2.5 6.3 - - 2.9 0.0 1.5 - - 1.4 0.0 0.0 - - 0.0 2.2



Bicycles on Road 3 0 0 - 3 0 1 0 - 1 0 0 0 - 0 4

% Bicycles on Road 1.1 0.0 - - 1.0 0.0 0.5 - - 0.5 0.0 0.0 - - 0.0 0.7


% Bicycles on Crosswalk - - - 0.0 - - - - - - - - - 0.0 - -

Pedestrians - - - 7 - - - - 0 - - - - 13 - -

% Pedestrians - - - 100.0 - - - - - - - - - 100.0 - -




Peak Hour Data

03/07/2019 8:00 AMEnding At03/07/2019 9:00 AM


282 0 3 0 7 272

Out

216 0 1 0 3 212

In

498 0 4 0 10

484

Total

Father David B

auer Drive [E

T 195 0 1 0 3 191

L 21 0 0 0 0 21

U 0 0 0 0 0 0

P 0 0 0 0 0 0

51 11 62

2 0 2

0 0 0

0 0 0

0 0 0



U L R P

0 4 7 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 13

0 4 7 13

Fath

er D

avid

Bau

er D

rive

[

Tota

l

490

12 0 4 0 506

In 295 9 0 3 0 307

Out

195 3 0 1 0 199

0 0 0 0 0 0 U

265 7 0 3 0 275 T

30 2 0 0 0 32 R

0 0 0 0 7 7 P






Start Time




11:30 AM 49 1 0 0 50 3 49 0 1 52 0 0 0 3 0 102

11:45 AM 42 0 0 0 42 1 49 0 0 50 2 0 0 1 2 94

12:00 PM 57 0 0 0 57 0 49 0 0 49 1 0 0 0 1 107

12:15 PM 30 0 0 0 30 0 40 0 0 40 2 0 0 0 2 72

Total 178 1 0 0 179 4 187 0 1 191 5 0 0 4 5 375

Approach % 99.4 0.6 0.0 - - 2.1 97.9 0.0 - - 100.0 0.0 0.0 - - -

Total % 47.5 0.3 0.0 - 47.7 1.1 49.9 0.0 - 50.9 1.3 0.0 0.0 - 1.3 -

PHF 0.781 0.250 0.000 - 0.785 0.333 0.954 0.000 - 0.918 0.625 0.000 0.000 - 0.625 0.876

Lights 174 0 0 - 174 4 186 0 - 190 3 0 0 - 3 367

% Lights 97.8 0.0 - - 97.2 100.0 99.5 - - 99.5 60.0 - - - 60.0 97.9

Mediums 3 0 0 - 3 0 1 0 - 1 1 0 0 - 1 5

% Mediums 1.7 0.0 - - 1.7 0.0 0.5 - - 0.5 20.0 - - - 20.0 1.3


% Articulated Trucks 0.6 100.0 - - 1.1 0.0 0.0 - - 0.0 20.0 - - - 20.0 0.8

Bicycles on Road 0 0 0 - 0 0 0 0 - 0 0 0 0 - 0 0

% Bicycles on Road 0.0 0.0 - - 0.0 0.0 0.0 - - 0.0 0.0 - - - 0.0 0.0


% Bicycles on Crosswalk - - - - - - - - 0.0 - - - - 0.0 - -

Pedestrians - - - 0 - - - - 1 - - - - 4 - -

% Pedestrians - - - - - - - - 100.0 - - - - 100.0 - -




Peak Hour Data

03/07/2019 11:30 AMEnding At03/07/2019 12:30 PM


178 0 0 1 3 174

Out

191 0 0 0 1 190

In

369 0 0 1 4 364

Total

Father David B

auer Drive [E

T 187 0 0 0 1 186

L 4 0 0 0 0 4

U 0 0 0 0 0 0

P 1 1 0 0 0 0

4 3 7

0 1 1

1 1 2

0 0 0

0 0 0

5 5 10Out In Total


U L R P

0 3 0 0

0 1 0 0

0 1 0 0

0 0 0 0

0 0 0 4

0 5 0 4

Fath

er D

avid

Bau

er D

rive

[

Tota

l

363 5 3 0 0 371

In 174 3 2 0 0 179

Out

189 2 1 0 0 192

0 0 0 0 0 0 U

174 3 1 0 0 178 T

0 0 1 0 0 1 R

0 0 0 0 0 0 P






Start Time




5:00 PM 64 1 0 0 65 2 84 0 3 86 5 4 0 2 9 160

5:15 PM 51 4 0 1 55 2 75 0 0 77 4 4 0 4 8 140

5:30 PM 45 3 0 0 48 2 78 0 0 80 4 4 0 1 8 136

5:45 PM 83 5 0 0 88 3 75 0 0 78 2 1 0 1 3 169

Total 243 13 0 1 256 9 312 0 3 321 15 13 0 8 28 605

Approach % 94.9 5.1 0.0 - - 2.8 97.2 0.0 - - 53.6 46.4 0.0 - - -

Total % 40.2 2.1 0.0 - 42.3 1.5 51.6 0.0 - 53.1 2.5 2.1 0.0 - 4.6 -

PHF 0.732 0.650 0.000 - 0.727 0.750 0.929 0.000 - 0.933 0.750 0.813 0.000 - 0.778 0.895

Lights 238 11 0 - 249 9 309 0 - 318 15 13 0 - 28 595

% Lights 97.9 84.6 - - 97.3 100.0 99.0 - - 99.1 100.0 100.0 - - 100.0 98.3

Mediums 4 1 0 - 5 0 1 0 - 1 0 0 0 - 0 6

% Mediums 1.6 7.7 - - 2.0 0.0 0.3 - - 0.3 0.0 0.0 - - 0.0 1.0



Bicycles on Road 1 1 0 - 2 0 1 0 - 1 0 0 0 - 0 3

% Bicycles on Road 0.4 7.7 - - 0.8 0.0 0.3 - - 0.3 0.0 0.0 - - 0.0 0.5



Pedestrians - - - 1 - - - - 3 - - - - 8 - -

% Pedestrians - - - 100.0 - - - - 100.0 - - - - 100.0 - -




Peak Hour Data

03/07/2019 5:00 PMEnding At03/07/2019 6:00 PM


256 0 1 0 4 251

Out

321 0 1 1 1 318

In

577 0 2 1 5 569

Total

Father David B

auer Drive [E

T 312 0 1 1 1 309

L 9 0 0 0 0 9

U 0 0 0 0 0 0

P 3 3 0 0 0 0

20 28 48

1 0 1

0 0 0

1 0 1

0 0 0



U L R P

0 15 13 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 8

0 15 13 8

Fath

er D

avid

Bau

er D

rive

[

Tota

l

573 6 1 3 0 583

In 249 5 0 2 0 256

Out

324 1 1 1 0 327

0 0 0 0 0 0 U

238 4 0 1 0 243 T

11 1 0 1 0 13 R

0 0 0 0 1 1 P









Start Time

Driveway 2 Westmount Place Westmount Road Westmount Road


Left Right U-Turn Peds App. Total Thru Right U-Turn Peds App. Total Left Thru U-Turn Peds App. Total Int. Total

7:00 AM 0 3 0 0 3 103 0 0 0 103 1 53 0 0 54 160

7:15 AM 0 3 0 1 3 94 1 0 0 95 0 95 0 0 95 193

7:30 AM 0 3 0 1 3 126 0 0 1 126 0 130 0 0 130 259

7:45 AM 1 1 0 0 2 193 3 0 1 196 5 160 0 0 165 363

Hourly Total 1 10 0 2 11 516 4 0 2 520 6 438 0 0 444 975

8:00 AM 0 5 0 2 5 208 1 0 0 209 3 161 0 0 164 378

8:15 AM 2 6 0 2 8 236 5 0 0 241 5 194 0 0 199 448

8:30 AM 0 3 0 0 3 228 2 0 0 230 4 206 0 0 210 443

8:45 AM 0 3 0 3 3 201 3 0 0 204 5 154 0 0 159 366

Hourly Total 2 17 0 7 19 873 11 0 0 884 17 715 0 0 732 1635

9:00 AM 0 7 0 3 7 151 1 0 0 152 10 128 0 0 138 297

9:15 AM 4 8 0 0 12 187 5 0 1 192 20 122 0 0 142 346

9:30 AM 5 8 0 8 13 155 8 0 0 163 10 128 0 0 138 314

9:45 AM 4 13 0 2 17 176 8 0 0 184 11 118 0 0 129 330

Hourly Total 13 36 0 13 49 669 22 0 1 691 51 496 0 0 547 1287

*** BREAK *** - - - - - - - - - - - - - - - -

11:30 AM 7 17 0 3 24 120 21 0 0 141 16 120 0 0 136 301

11:45 AM 6 29 0 5 35 141 13 0 0 154 13 124 0 0 137 326

Hourly Total 13 46 0 8 59 261 34 0 0 295 29 244 0 0 273 627

12:00 PM 8 17 0 2 25 129 7 0 0 136 12 112 0 0 124 285

12:15 PM 7 22 0 10 29 110 15 0 0 125 16 119 0 0 135 289

12:30 PM 6 20 0 2 26 121 10 0 0 131 18 114 0 0 132 289

12:45 PM 10 36 0 1 46 129 6 0 0 135 17 124 0 0 141 322

Hourly Total 31 95 0 15 126 489 38 0 0 527 63 469 0 0 532 1185

1:00 PM 8 24 0 3 32 112 5 0 0 117 26 123 0 0 149 298

1:15 PM 9 21 0 4 30 97 11 0 0 108 23 115 0 0 138 276

*** BREAK *** - - - - - - - - - - - - - - - -

Hourly Total 17 45 0 7 62 209 16 0 0 225 49 238 0 0 287 574

3:00 PM 8 25 0 2 33 112 7 0 1 119 24 140 0 0 164 316

3:15 PM 7 25 0 2 32 145 10 0 0 155 24 165 0 0 189 376

3:30 PM 5 25 0 0 30 157 9 0 0 166 11 154 0 0 165 361

3:45 PM 4 26 0 1 30 153 5 0 0 158 28 182 0 0 210 398

Hourly Total 24 101 0 5 125 567 31 0 1 598 87 641 0 0 728 1451

4:00 PM 7 20 0 3 27 171 5 0 0 176 22 210 0 0 232 435

4:15 PM 3 24 0 6 27 172 10 0 0 182 24 184 0 0 208 417

4:30 PM 8 26 0 5 34 153 11 0 1 164 15 248 0 0 263 461

4:45 PM 3 29 0 4 32 184 10 0 0 194 22 289 0 1 311 537

Hourly Total 21 99 0 18 120 680 36 0 1 716 83 931 0 1 1014 1850

5:00 PM 5 50 0 9 55 190 11 0 0 201 17 251 0 0 268 524

5:15 PM 7 34 0 7 41 203 10 0 0 213 25 245 0 0 270 524

5:30 PM 7 23 0 5 30 174 6 0 0 180 23 217 0 0 240 450

5:45 PM 5 23 1 3 29 143 4 0 0 147 25 197 0 1 222 398

Hourly Total 24 130 1 24 155 710 31 0 0 741 90 910 0 1 1000 1896

Grand Total 146 579 1 99 726 4974 223 0 5 5197 475 5082 0 2 5557 11480

Approach % 20.1 79.8 0.1 - - 95.7 4.3 0.0 - - 8.5 91.5 0.0 - - -

Total % 1.3 5.0 0.0 - 6.3 43.3 1.9 0.0 - 45.3 4.1 44.3 0.0 - 48.4 -

Lights 143 573 1 - 717 4785 219 0 - 5004 474 4916 0 - 5390 11111

% Lights 97.9 99.0 100.0 - 98.8 96.2 98.2 - - 96.3 99.8 96.7 - - 97.0 96.8

Mediums 3 6 0 - 9 185 4 0 - 189 1 161 0 - 162 360

% Mediums 2.1 1.0 0.0 - 1.2 3.7 1.8 - - 3.6 0.2 3.2 - - 2.9 3.1


% Articulated Trucks 0.0 0.0 0.0 - 0.0 0.1 0.0 - - 0.1 0.0 0.1 - - 0.1 0.1

Bicycles on Road 0 0 0 - 0 1 0 0 - 1 0 0 0 - 0 1

% Bicycles on Road 0.0 0.0 0.0 - 0.0 0.0 0.0 - - 0.0 0.0 0.0 - - 0.0 0.0



Pedestrians - - - 99 - - - - 5 - - - - 2 - -

% Pedestrians - - - 100.0 - - - - 100.0 - - - - 100.0 - -




03/07/2019 7:00 AMEnding At03/07/2019 6:00 PM


Westmount Road [N]

Out In Total

5358 5390 10748

191 162 353

3 5 8

1 0 1

0 0 0

5553 5557 11110

4916 474 0 0

161 1 0 0

5 0 0 0

0 0 0 0

0 0 0 2

5082 475 0 2T L U P

699 0 0 0 5 694

Out

726 0 0 0 9 717

In

14250 0 0 14

1411

Total

Drivew

ay 2 Westm

ount Plac

R 579 0 0 0 6 573

L 146 0 0 0 3 143

U 1 0 0 0 0 1

P 99 99 0 0 0 0

5059 5004 10063

164 189 353

5 3 8

0 1 1

0 0 0

5228 5197 10425Out In Total

Westmount Road [S]

U T R P

0 4785 219 0

0 185 4 0

0 3 0 0

0 1 0 0

0 0 0 5

0 4974 223 5






Start Time




8:00 AM 0 5 0 2 5 208 1 0 0 209 3 161 0 0 164 378

8:15 AM 2 6 0 2 8 236 5 0 0 241 5 194 0 0 199 448

8:30 AM 0 3 0 0 3 228 2 0 0 230 4 206 0 0 210 443

8:45 AM 0 3 0 3 3 201 3 0 0 204 5 154 0 0 159 366

Total 2 17 0 7 19 873 11 0 0 884 17 715 0 0 732 1635

Approach % 10.5 89.5 0.0 - - 98.8 1.2 0.0 - - 2.3 97.7 0.0 - - -

Total % 0.1 1.0 0.0 - 1.2 53.4 0.7 0.0 - 54.1 1.0 43.7 0.0 - 44.8 -

PHF 0.250 0.708 0.000 - 0.594 0.925 0.550 0.000 - 0.917 0.850 0.868 0.000 - 0.871 0.912

Lights 2 16 0 - 18 837 9 0 - 846 17 687 0 - 704 1568

% Lights 100.0 94.1 - - 94.7 95.9 81.8 - - 95.7 100.0 96.1 - - 96.2 95.9

Mediums 0 1 0 - 1 35 2 0 - 37 0 27 0 - 27 65

% Mediums 0.0 5.9 - - 5.3 4.0 18.2 - - 4.2 0.0 3.8 - - 3.7 4.0



Bicycles on Road 0 0 0 - 0 0 0 0 - 0 0 0 0 - 0 0

% Bicycles on Road 0.0 0.0 - - 0.0 0.0 0.0 - - 0.0 0.0 0.0 - - 0.0 0.0


% Bicycles on Crosswalk - - - 0.0 - - - - - - - - - - - -

Pedestrians - - - 7 - - - - 0 - - - - 0 - -

% Pedestrians - - - 100.0 - - - - - - - - - - - -




Peak Hour Data

03/07/2019 8:00 AMEnding At03/07/2019 9:00 AM


Westmount Road [N]

Out In Total

853 704 1557

36 27 63

1 1 2

0 0 0

0 0 0

890 732 1622

687 17 0 0

27 0 0 0

1 0 0 0

0 0 0 0

0 0 0 0

715 17 0 0T L U P

28 0 0 0 2 26

Out

19 0 0 0 1 18 In

47 0 0 0 3 44

Total

Drivew

ay 2 Westm

ount Plac

R 17 0 0 0 1 16

L 2 0 0 0 0 2

U 0 0 0 0 0 0

P 7 7 0 0 0 0

689 846 1535

27 37 64

1 1 2

0 0 0

0 0 0


Westmount Road [S]

U T R P

0 837 9 0

0 35 2 0

0 1 0 0

0 0 0 0

0 0 0 0

0 873 11 0






Start Time




11:30 AM 7 17 0 3 24 120 21 0 0 141 16 120 0 0 136 301

11:45 AM 6 29 0 5 35 141 13 0 0 154 13 124 0 0 137 326

12:00 PM 8 17 0 2 25 129 7 0 0 136 12 112 0 0 124 285

12:15 PM 7 22 0 10 29 110 15 0 0 125 16 119 0 0 135 289

Total 28 85 0 20 113 500 56 0 0 556 57 475 0 0 532 1201

Approach % 24.8 75.2 0.0 - - 89.9 10.1 0.0 - - 10.7 89.3 0.0 - - -

Total % 2.3 7.1 0.0 - 9.4 41.6 4.7 0.0 - 46.3 4.7 39.6 0.0 - 44.3 -

PHF 0.875 0.733 0.000 - 0.807 0.887 0.667 0.000 - 0.903 0.891 0.958 0.000 - 0.971 0.921

Lights 27 82 0 - 109 481 55 0 - 536 56 459 0 - 515 1160

% Lights 96.4 96.5 - - 96.5 96.2 98.2 - - 96.4 98.2 96.6 - - 96.8 96.6

Mediums 1 3 0 - 4 18 1 0 - 19 1 15 0 - 16 39

% Mediums 3.6 3.5 - - 3.5 3.6 1.8 - - 3.4 1.8 3.2 - - 3.0 3.2



Bicycles on Road 0 0 0 - 0 1 0 0 - 1 0 0 0 - 0 1

% Bicycles on Road 0.0 0.0 - - 0.0 0.2 0.0 - - 0.2 0.0 0.0 - - 0.0 0.1


% Bicycles on Crosswalk - - - 0.0 - - - - - - - - - - - -

Pedestrians - - - 20 - - - - 0 - - - - 0 - -

% Pedestrians - - - 100.0 - - - - - - - - - - - -




Peak Hour Data

03/07/2019 11:30 AMEnding At03/07/2019 12:30 PM


Westmount Road [N]

Out In Total

563 515 1078

21 16 37

0 1 1

1 0 1

0 0 0

585 532 1117

459 56 0 0

15 1 0 0

1 0 0 0

0 0 0 0

0 0 0 0

475 57 0 0T L U P

113 0 0 0 2 111

Out

113 0 0 0 4 109

In

226 0 0 0 6 220

Total

Drivew

ay 2 Westm

ount Plac

R 85 0 0 0 3 82

L 28 0 0 0 1 27

U 0 0 0 0 0 0

P 20 20 0 0 0 0

486 536 1022

16 19 35

1 0 1

0 1 1

0 0 0


Westmount Road [S]

U T R P

0 481 55 0

0 18 1 0

0 0 0 0

0 1 0 0

0 0 0 0

0 500 56 0






Start Time




4:30 PM 8 26 0 5 34 153 11 0 1 164 15 248 0 0 263 461

4:45 PM 3 29 0 4 32 184 10 0 0 194 22 289 0 1 311 537

5:00 PM 5 50 0 9 55 190 11 0 0 201 17 251 0 0 268 524

5:15 PM 7 34 0 7 41 203 10 0 0 213 25 245 0 0 270 524

Total 23 139 0 25 162 730 42 0 1 772 79 1033 0 1 1112 2046

Approach % 14.2 85.8 0.0 - - 94.6 5.4 0.0 - - 7.1 92.9 0.0 - - -

Total % 1.1 6.8 0.0 - 7.9 35.7 2.1 0.0 - 37.7 3.9 50.5 0.0 - 54.3 -

PHF 0.719 0.695 0.000 - 0.736 0.899 0.955 0.000 - 0.906 0.790 0.894 0.000 - 0.894 0.953

Lights 22 139 0 - 161 708 42 0 - 750 79 1013 0 - 1092 2003

% Lights 95.7 100.0 - - 99.4 97.0 100.0 - - 97.2 100.0 98.1 - - 98.2 97.9

Mediums 1 0 0 - 1 22 0 0 - 22 0 20 0 - 20 43

% Mediums 4.3 0.0 - - 0.6 3.0 0.0 - - 2.8 0.0 1.9 - - 1.8 2.1



Bicycles on Road 0 0 0 - 0 0 0 0 - 0 0 0 0 - 0 0

% Bicycles on Road 0.0 0.0 - - 0.0 0.0 0.0 - - 0.0 0.0 0.0 - - 0.0 0.0



Pedestrians - - - 25 - - - - 1 - - - - 1 - -

% Pedestrians - - - 100.0 - - - - 100.0 - - - - 100.0 - -




Peak Hour Data

03/07/2019 4:30 PMEnding At03/07/2019 5:30 PM


Westmount Road [N]

Out In Total

847 1092 1939

22 20 42

0 0 0

0 0 0

0 0 0

869 1112 1981

1013 79 0 0

20 0 0 0

0 0 0 0

0 0 0 0

0 0 0 1

1033 79 0 1T L U P

121 0 0 0 0 121

Out

162 0 0 0 1 161

In

283 0 0 0 1 282

Total

Drivew

ay 2 Westm

ount Plac

R 139 0 0 0 0 139

L 23 0 0 0 1 22

U 0 0 0 0 0 0

P 25 25 0 0 0 0

1035 750 1785

21 22 43

0 0 0

0 0 0

0 0 0


Westmount Road [S]

U T R P

0 708 42 0

0 22 0 0

0 0 0 0

0 0 0 0

0 0 0 1

0 730 42 1









Start Time

Eastbound Approach Driveway 1 Westmount Place Westmount Road Westmount Road




Total Int. Total

7:00 AM 1 0 1 0 0 2 5 0 1 0 0 6 0 95 15 0 0 110 5 43 0 0 0 48 166

7:15 AM 1 0 0 1 2 2 1 0 2 0 1 3 0 98 26 0 0 124 11 90 0 0 0 101 230

7:30 AM 0 0 1 0 1 1 1 0 5 0 3 6 0 120 35 0 0 155 10 119 0 0 0 129 291

7:45 AM 2 0 1 0 1 3 7 0 5 0 2 12 0 197 33 0 0 230 7 164 0 0 0 171 416

Hourly Total 4 0 3 1 4 8 14 0 13 0 6 27 0 510 109 0 0 619 33 416 0 0 0 449 1103

8:00 AM 3 0 1 0 2 4 5 0 5 0 4 10 0 210 35 0 0 245 13 156 0 0 1 169 428

8:15 AM 1 0 1 0 1 2 3 0 2 0 3 5 1 231 26 0 0 258 5 184 2 0 1 191 456

8:30 AM 1 0 1 0 2 2 2 0 2 0 2 4 0 231 24 0 0 255 10 193 0 0 3 203 464

8:45 AM 0 0 4 0 5 4 5 0 3 0 1 8 0 201 39 0 0 240 15 140 0 0 0 155 407

Hourly Total 5 0 7 0 10 12 15 0 12 0 10 27 1 873 124 0 0 998 43 673 2 0 5 718 1755

9:00 AM 2 0 6 0 1 8 1 0 7 0 3 8 0 153 30 0 2 183 6 123 0 0 0 129 328

9:15 AM 2 0 2 0 0 4 12 0 7 0 3 19 1 163 30 0 0 194 9 108 2 0 2 119 336

9:30 AM 1 0 4 0 3 5 10 0 4 0 9 14 1 160 22 0 0 183 8 118 1 0 0 127 329

9:45 AM 0 0 1 0 3 1 10 1 8 0 3 19 1 165 33 0 0 199 4 117 0 0 0 121 340

Hourly Total 5 0 13 0 7 18 33 1 26 0 18 60 3 641 115 0 2 759 27 466 3 0 2 496 1333

*** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - -

11:30 AM 2 0 4 0 0 6 18 0 7 0 5 25 3 125 22 0 0 150 6 114 2 0 0 122 303

11:45 AM 0 0 1 0 2 1 26 0 13 0 9 39 1 148 26 0 0 175 13 115 0 0 0 128 343

Hourly Total 2 0 5 0 2 7 44 0 20 0 14 64 4 273 48 0 0 325 19 229 2 0 0 250 646

12:00 PM 0 0 3 0 7 3 15 0 9 0 7 24 1 127 12 0 0 140 12 120 0 0 1 132 299

12:15 PM 0 0 1 0 8 1 16 0 4 0 6 20 0 122 28 0 0 150 5 111 1 0 1 117 288

12:30 PM 1 0 0 0 4 1 22 0 10 0 7 32 1 132 17 0 0 150 4 131 0 0 0 135 318

12:45 PM 2 0 0 0 4 2 17 0 8 0 1 25 0 113 17 0 0 130 7 115 0 0 2 122 279

Hourly Total 3 0 4 0 23 7 70 0 31 0 21 101 2 494 74 0 0 570 28 477 1 0 4 506 1184

1:00 PM 0 0 3 0 3 3 17 0 3 0 8 20 0 111 12 0 0 123 6 131 0 0 0 137 283

1:15 PM 1 0 1 0 0 2 19 0 5 0 7 24 1 100 22 0 0 123 6 114 1 0 0 121 270

*** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - -

Hourly Total 1 0 4 0 3 5 36 0 8 0 15 44 1 211 34 0 0 246 12 245 1 0 0 258 553

3:00 PM 0 0 0 0 0 0 27 0 17 0 3 44 2 109 20 0 0 131 4 161 0 0 1 165 340

3:15 PM 1 0 0 0 0 1 18 0 14 0 1 32 1 153 18 0 0 172 11 138 1 0 1 150 355

3:30 PM 2 0 2 0 3 4 26 0 16 0 1 42 0 136 21 0 0 157 7 169 2 0 0 178 381

3:45 PM 1 0 0 0 0 1 25 0 17 0 0 42 2 143 19 0 0 164 6 181 2 0 1 189 396

Hourly Total 4 0 2 0 3 6 96 0 64 0 5 160 5 541 78 0 0 624 28 649 5 0 3 682 1472

4:00 PM 2 0 1 0 8 3 22 0 14 0 5 36 0 165 26 0 0 191 9 199 0 0 4 208 438

4:15 PM 1 0 4 0 2 5 26 0 18 0 4 44 1 170 20 0 0 191 10 196 2 0 2 208 448

4:30 PM 3 0 3 0 2 6 26 0 17 0 3 43 0 145 18 0 0 163 10 237 2 0 2 249 461

4:45 PM 1 0 6 0 4 7 14 0 25 0 8 39 0 167 28 0 0 195 11 266 0 0 0 277 518

Hourly Total 7 0 14 0 16 21 88 0 74 0 20 162 1 647 92 0 0 740 40 898 4 0 8 942 1865

5:00 PM 3 0 2 0 4 5 27 0 19 0 11 46 3 169 15 0 1 187 9 255 1 0 0 265 503

5:15 PM 1 1 5 0 3 7 22 0 21 0 5 43 4 192 11 0 0 207 10 254 1 0 0 265 522

5:30 PM 0 0 2 0 4 2 15 0 16 0 8 31 1 158 14 0 0 173 8 207 4 0 0 219 425

5:45 PM 1 1 0 0 3 2 16 0 9 0 1 25 1 151 26 0 0 178 4 192 0 0 0 196 401

Hourly Total 5 2 9 0 14 16 80 0 65 0 25 145 9 670 66 0 1 745 31 908 6 0 0 945 1851

Grand Total 36 2 61 1 82 100 476 1 313 0 134 790 26 4860 740 0 3 5626 261 4961 24 0 22 5246 11762

Approach % 36.0 2.0 61.0 1.0 - - 60.3 0.1 39.6 0.0 - - 0.5 86.4 13.2 0.0 - - 5.0 94.6 0.5 0.0 - - -

Total % 0.3 0.0 0.5 0.0 - 0.9 4.0 0.0 2.7 0.0 - 6.7 0.2 41.3 6.3 0.0 - 47.8 2.2 42.2 0.2 0.0 - 44.6 -

Lights 36 2 61 0 - 99 466 1 292 0 - 759 26 4685 724 0 - 5435 256 4796 24 0 - 5076 11369

% Lights 100.0 100.0 100.0 0.0 - 99.0 97.9 100.0 93.3 - - 96.1 100.0 96.4 97.8 - - 96.6 98.1 96.7 100.0 - - 96.8 96.7

Mediums 0 0 0 1 - 1 8 0 20 0 - 28 0 172 14 0 - 186 4 162 0 0 - 166 381

% Mediums 0.0 0.0 0.0 100.0 - 1.0 1.7 0.0 6.4 - - 3.5 0.0 3.5 1.9 - - 3.3 1.5 3.3 0.0 - - 3.2 3.2



Bicycles on Road 0 0 0 0 - 0 1 0 0 0 - 1 0 1 1 0 - 2 0 0 0 0 - 0 3

% Bicycles onRoad 0.0 0.0 0.0 0.0 - 0.0 0.2 0.0 0.0 - - 0.1 0.0 0.0 0.1 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0



Pedestrians - - - - 82 - - - - - 134 - - - - - 3 - - - - - 22 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -




03/07/2019 7:00 AMEnding At03/07/2019 6:00 PM


Westmount Road [N]

Out In Total

5013 5076 10089

192 166 358

3 4 7

1 0 1

0 0 0

5209 5246 10455

24 4796 256 0 0

0 162 4 0 0

0 3 1 0 0

0 0 0 0 0

0 0 0 0 22

24 4961 261 0 22R T L U P

10030 1 2 18

982

Out

790 0 1 2 28

759

In

17930 2 4 46

1741

Total

Drivew

ay 1 Westm

ount Plac

R 313 0 0 1 20292

T 1 0 0 0 0 1

L 476 0 1 1 8 466

U 0 0 0 0 0 0

P 134134 0 0 0 0

5323 5435 10758

170 186 356

4 3 7

1 2 3

0 0 0

5498 5626 11124Out In Total

Westmount Road [S]

U L T R P

0 26 4685 724 0

0 0 172 14 0

0 0 2 1 0

0 0 1 1 0

0 0 0 0 3

0 26 4860 740 3

Eas

tbou

nd A

ppro

ach

[W]

Tota

l

150 2 0 0 0 152

In 99 1 0 0 0 100

Out 51 1 0 0 0 52

0 1 0 0 0 1 U

36 0 0 0 0 36 L

2 0 0 0 0 2 T

61 0 0 0 0 61 R

0 0 0 0 82 82 P






Start Time





Total Int. Total

7:45 AM 2 0 1 0 1 3 7 0 5 0 2 12 0 197 33 0 0 230 7 164 0 0 0 171 416

8:00 AM 3 0 1 0 2 4 5 0 5 0 4 10 0 210 35 0 0 245 13 156 0 0 1 169 428

8:15 AM 1 0 1 0 1 2 3 0 2 0 3 5 1 231 26 0 0 258 5 184 2 0 1 191 456

8:30 AM 1 0 1 0 2 2 2 0 2 0 2 4 0 231 24 0 0 255 10 193 0 0 3 203 464

Total 7 0 4 0 6 11 17 0 14 0 11 31 1 869 118 0 0 988 35 697 2 0 5 734 1764

Approach % 63.6 0.0 36.4 0.0 - - 54.8 0.0 45.2 0.0 - - 0.1 88.0 11.9 0.0 - - 4.8 95.0 0.3 0.0 - - -

Total % 0.4 0.0 0.2 0.0 - 0.6 1.0 0.0 0.8 0.0 - 1.8 0.1 49.3 6.7 0.0 - 56.0 2.0 39.5 0.1 0.0 - 41.6 -

PHF 0.583 0.000 1.000 0.000 - 0.688 0.607 0.000 0.700 0.000 - 0.646 0.250 0.940 0.843 0.000 - 0.957 0.673 0.903 0.250 0.000 - 0.904 0.950

Lights 7 0 4 0 - 11 17 0 10 0 - 27 1 835 117 0 - 953 34 669 2 0 - 705 1696

% Lights 100.0 - 100.0 - - 100.0 100.0 - 71.4 - - 87.1 100.0 96.1 99.2 - - 96.5 97.1 96.0 100.0 - - 96.0 96.1

Mediums 0 0 0 0 - 0 0 0 4 0 - 4 0 33 0 0 - 33 1 27 0 0 - 28 65

% Mediums 0.0 - 0.0 - - 0.0 0.0 - 28.6 - - 12.9 0.0 3.8 0.0 - - 3.3 2.9 3.9 0.0 - - 3.8 3.7


% ArticulatedTrucks 0.0 - 0.0 - - 0.0 0.0 - 0.0 - - 0.0 0.0 0.1 0.0 - - 0.1 0.0 0.1 0.0 - - 0.1 0.1

Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 1 0 - 1 0 0 0 0 - 0 1

% Bicycles onRoad 0.0 - 0.0 - - 0.0 0.0 - 0.0 - - 0.0 0.0 0.0 0.8 - - 0.1 0.0 0.0 0.0 - - 0.0 0.1


% Bicycles onCrosswalk - - - - 0.0 - - - - - 0.0 - - - - - - - - - - - 0.0 - -

Pedestrians - - - - 6 - - - - - 11 - - - - - 0 - - - - - 5 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - - - - - - - 100.0 - -




Peak Hour Data

03/07/2019 7:45 AMEnding At03/07/2019 8:45 AM


Westmount Road [N]

Out In Total

852 705 1557

37 28 65

1 1 2

0 0 0

0 0 0

890 734 1624

2 669 34 0 0

0 27 1 0 0

0 1 0 0 0

0 0 0 0 0

0 0 0 0 5

2 697 35 0 5R T L U P

153 0 1 0 1 151

Out

31 0 0 0 4 27 In

184 0 1 0 5 178

Total

Drivew

ay 1 Westm

ount Plac

R 14 0 0 0 4 10

T 0 0 0 0 0 0

L 17 0 0 0 0 17

U 0 0 0 0 0 0

P 11 11 0 0 0 0

690 953 1643

27 33 60

1 1 2

0 1 1

0 0 0


Westmount Road [S]

U L T R P

0 1 835 117 0

0 0 33 0 0

0 0 1 0 0

0 0 0 1 0

0 0 0 0 0

0 1 869 118 0

Eas

tbou

nd A

ppro

ach

[W]

Tota

l

14 0 0 0 0 14

In 11 0 0 0 0 11

Out 3 0 0 0 0 3

0 0 0 0 0 0 U

7 0 0 0 0 7 L

0 0 0 0 0 0 T

4 0 0 0 0 4 R

0 0 0 0 6 6 P






Start Time





Total Int. Total

11:45 AM 0 0 1 0 2 1 26 0 13 0 9 39 1 148 26 0 0 175 13 115 0 0 0 128 343

12:00 PM 0 0 3 0 7 3 15 0 9 0 7 24 1 127 12 0 0 140 12 120 0 0 1 132 299

12:15 PM 0 0 1 0 8 1 16 0 4 0 6 20 0 122 28 0 0 150 5 111 1 0 1 117 288

12:30 PM 1 0 0 0 4 1 22 0 10 0 7 32 1 132 17 0 0 150 4 131 0 0 0 135 318

Total 1 0 5 0 21 6 79 0 36 0 29 115 3 529 83 0 0 615 34 477 1 0 2 512 1248

Approach % 16.7 0.0 83.3 0.0 - - 68.7 0.0 31.3 0.0 - - 0.5 86.0 13.5 0.0 - - 6.6 93.2 0.2 0.0 - - -

Total % 0.1 0.0 0.4 0.0 - 0.5 6.3 0.0 2.9 0.0 - 9.2 0.2 42.4 6.7 0.0 - 49.3 2.7 38.2 0.1 0.0 - 41.0 -

PHF 0.250 0.000 0.417 0.000 - 0.500 0.760 0.000 0.692 0.000 - 0.737 0.750 0.894 0.741 0.000 - 0.879 0.654 0.910 0.250 0.000 - 0.948 0.910

Lights 1 0 5 0 - 6 77 0 33 0 - 110 3 513 80 0 - 596 33 464 1 0 - 498 1210

% Lights 100.0 - 100.0 - - 100.0 97.5 - 91.7 - - 95.7 100.0 97.0 96.4 - - 96.9 97.1 97.3 100.0 - - 97.3 97.0

Mediums 0 0 0 0 - 0 2 0 3 0 - 5 0 16 3 0 - 19 1 13 0 0 - 14 38

% Mediums 0.0 - 0.0 - - 0.0 2.5 - 8.3 - - 4.3 0.0 3.0 3.6 - - 3.1 2.9 2.7 0.0 - - 2.7 3.0


% ArticulatedTrucks 0.0 - 0.0 - - 0.0 0.0 - 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0

Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0

% Bicycles onRoad 0.0 - 0.0 - - 0.0 0.0 - 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0


% Bicycles onCrosswalk - - - - 0.0 - - - - - 0.0 - - - - - - - - - - - 0.0 - -

Pedestrians - - - - 21 - - - - - 29 - - - - - 0 - - - - - 2 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - - - - - - - 100.0 - -




Peak Hour Data

03/07/2019 11:45 AMEnding At03/07/2019 12:45 PM


Westmount Road [N]

Out In Total

547 498 1045

19 14 33

0 0 0

0 0 0

0 0 0

566 512 1078

1 464 33 0 0

0 13 1 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 2

1 477 34 0 2R T L U P

117 0 0 0 4 113

Out

115 0 0 0 5 110

In

232 0 0 0 9 223

Total

Drivew

ay 1 Westm

ount Plac

R 36 0 0 0 3 33

T 0 0 0 0 0 0

L 79 0 0 0 2 77

U 0 0 0 0 0 0

P 29 29 0 0 0 0

546 596 1142

15 19 34

0 0 0

0 0 0

0 0 0


Westmount Road [S]

U L T R P

0 3 513 80 0

0 0 16 3 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 3 529 83 0

Eas

tbou

nd A

ppro

ach

[W]

Tota

l

10 0 0 0 0 10

In 6 0 0 0 0 6

Out 4 0 0 0 0 4

0 0 0 0 0 0 U

1 0 0 0 0 1 L

0 0 0 0 0 0 T

5 0 0 0 0 5 R

0 0 0 0 21 21 P






Start Time





Total Int. Total

4:30 PM 3 0 3 0 2 6 26 0 17 0 3 43 0 145 18 0 0 163 10 237 2 0 2 249 461

4:45 PM 1 0 6 0 4 7 14 0 25 0 8 39 0 167 28 0 0 195 11 266 0 0 0 277 518

5:00 PM 3 0 2 0 4 5 27 0 19 0 11 46 3 169 15 0 1 187 9 255 1 0 0 265 503

5:15 PM 1 1 5 0 3 7 22 0 21 0 5 43 4 192 11 0 0 207 10 254 1 0 0 265 522

Total 8 1 16 0 13 25 89 0 82 0 27 171 7 673 72 0 1 752 40 1012 4 0 2 1056 2004

Approach % 32.0 4.0 64.0 0.0 - - 52.0 0.0 48.0 0.0 - - 0.9 89.5 9.6 0.0 - - 3.8 95.8 0.4 0.0 - - -

Total % 0.4 0.0 0.8 0.0 - 1.2 4.4 0.0 4.1 0.0 - 8.5 0.3 33.6 3.6 0.0 - 37.5 2.0 50.5 0.2 0.0 - 52.7 -

PHF 0.667 0.250 0.667 0.000 - 0.893 0.824 0.000 0.820 0.000 - 0.929 0.438 0.876 0.643 0.000 - 0.908 0.909 0.951 0.500 0.000 - 0.953 0.960

Lights 8 1 16 0 - 25 86 0 79 0 - 165 7 655 71 0 - 733 39 992 4 0 - 1035 1958

% Lights 100.0 100.0 100.0 - - 100.0 96.6 - 96.3 - - 96.5 100.0 97.3 98.6 - - 97.5 97.5 98.0 100.0 - - 98.0 97.7

Mediums 0 0 0 0 - 0 3 0 3 0 - 6 0 18 1 0 - 19 1 20 0 0 - 21 46

% Mediums 0.0 0.0 0.0 - - 0.0 3.4 - 3.7 - - 3.5 0.0 2.7 1.4 - - 2.5 2.5 2.0 0.0 - - 2.0 2.3


% ArticulatedTrucks 0.0 0.0 0.0 - - 0.0 0.0 - 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0

Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0

% Bicycles onRoad 0.0 0.0 0.0 - - 0.0 0.0 - 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0



Pedestrians - - - - 13 - - - - - 27 - - - - - 1 - - - - - 2 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 4:30 PMEnding At03/07/2019 5:30 PM


Westmount Road [N]

Out In Total

742 1035 1777

21 21 42

0 0 0

0 0 0

0 0 0

763 1056 1819

4 992 39 0 0

0 20 1 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 2

4 1012 40 0 2R T L U P

113 0 0 0 2 111

Out

171 0 0 0 6 165

In

284 0 0 0 8 276

Total

Drivew

ay 1 Westm

ount Plac

R 82 0 0 0 3 79

T 0 0 0 0 0 0

L 89 0 0 0 3 86

U 0 0 0 0 0 0

P 27 27 0 0 0 0

1094 733 1827

23 19 42

0 0 0

0 0 0

0 0 0


Westmount Road [S]

U L T R P

0 7 655 71 0

0 0 18 1 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 1

0 7 673 72 1

Eas

tbou

nd A

ppro

ach

[W]

Tota

l

36 0 0 0 0 36

In 25 0 0 0 0 25

Out 11 0 0 0 0 11

0 0 0 0 0 0 U

8 0 0 0 0 8 L

1 0 0 0 0 1 T

16 0 0 0 0 16 R

0 0 0 0 13 13 P









Start Time

Driveway 4 Westmount Palce Driveway Dietz Avenue Dietz Avenue




Total Int. Total

7:00 AM 0 0 2 0 1 2 0 0 1 0 1 1 8 0 0 0 0 8 0 0 0 0 0 0 11

7:15 AM 0 1 2 0 1 3 0 0 0 0 1 0 17 2 0 0 0 19 0 0 0 0 0 0 22

7:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 10 2 0 0 0 12 0 0 0 0 0 0 12

7:45 AM 0 0 1 0 2 1 0 0 1 0 2 1 31 1 1 0 0 33 0 0 1 0 2 1 36

Hourly Total 0 1 5 0 4 6 0 0 2 0 5 2 66 5 1 0 0 72 0 0 1 0 2 1 81

8:00 AM 0 0 2 0 0 2 1 0 0 0 0 1 19 0 0 0 0 19 0 0 0 0 1 0 22

8:15 AM 0 0 6 0 4 6 1 0 1 0 2 2 25 2 1 0 1 28 0 0 1 0 6 1 37

8:30 AM 1 0 4 0 2 5 2 0 0 0 0 2 23 2 1 0 1 26 0 1 0 0 3 1 34

8:45 AM 3 0 2 0 1 5 1 1 0 0 0 2 13 3 1 0 0 17 0 1 1 0 3 2 26

Hourly Total 4 0 14 0 7 18 5 1 1 0 2 7 80 7 3 0 2 90 0 2 2 0 13 4 119

9:00 AM 0 0 0 0 0 0 1 1 0 0 0 2 8 3 0 0 0 11 0 2 0 0 3 2 15

9:15 AM 0 3 2 0 1 5 1 0 1 0 1 2 3 2 0 0 0 5 0 2 0 0 4 2 14

9:30 AM 1 0 2 0 0 3 3 2 1 0 0 6 5 4 2 0 1 11 0 0 0 0 6 0 20

9:45 AM 1 2 1 0 0 4 0 1 0 0 1 1 3 2 3 0 0 8 0 1 1 0 2 2 15

Hourly Total 2 5 5 0 1 12 5 4 2 0 2 11 19 11 5 0 1 35 0 5 1 0 15 6 64

*** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - -

11:30 AM 0 1 6 0 0 7 6 0 0 0 0 6 2 1 1 0 0 4 0 0 2 0 0 2 19

11:45 AM 0 1 8 0 0 9 1 0 1 0 0 2 3 2 2 0 0 7 0 0 0 0 1 0 18

Hourly Total 0 2 14 0 0 16 7 0 1 0 0 8 5 3 3 0 0 11 0 0 2 0 1 2 37

12:00 PM 3 2 3 0 0 8 3 2 0 0 0 5 3 1 0 0 0 4 1 3 2 0 7 6 23

12:15 PM 2 2 4 0 1 8 1 1 0 0 0 2 2 1 1 0 0 4 0 0 1 1 5 2 16

12:30 PM 2 2 2 0 0 6 2 2 0 0 0 4 7 1 0 0 1 8 0 1 2 1 5 4 22

12:45 PM 0 0 6 0 0 6 1 0 1 0 1 2 3 0 1 0 0 4 1 2 1 0 2 4 16

Hourly Total 7 6 15 0 1 28 7 5 1 0 1 13 15 3 2 0 1 20 2 6 6 2 19 16 77

1:00 PM 0 0 1 0 1 1 1 1 1 0 0 3 2 0 0 0 2 2 0 0 4 0 1 4 10

1:15 PM 0 3 7 0 0 10 3 0 0 0 0 3 0 1 2 0 0 3 0 1 1 0 1 2 18

*** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - -

Hourly Total 0 3 8 0 1 11 4 1 1 0 0 6 2 1 2 0 2 5 0 1 5 0 2 6 28

3:00 PM 1 0 13 0 0 14 2 0 0 0 0 2 2 1 2 0 1 5 0 1 3 0 8 4 25

3:15 PM 2 0 13 0 0 15 0 0 1 0 1 1 4 1 0 0 0 5 1 0 2 0 2 3 24

3:30 PM 1 0 18 0 1 19 2 1 0 0 0 3 1 1 0 0 0 2 0 1 0 0 3 1 25

3:45 PM 1 0 26 0 0 27 2 2 0 0 1 4 2 2 1 0 0 5 0 1 0 0 4 1 37

Hourly Total 5 0 70 0 1 75 6 3 1 0 2 10 9 5 3 0 1 17 1 3 5 0 17 9 111

4:00 PM 1 0 33 0 0 34 0 0 1 0 3 1 3 0 0 0 2 3 0 2 1 0 1 3 41

4:15 PM 1 0 30 0 0 31 0 1 0 0 4 1 3 2 0 0 0 5 1 2 1 0 0 4 41

4:30 PM 1 0 24 0 0 25 4 0 0 0 4 4 4 3 2 0 1 9 0 0 1 0 3 1 39

4:45 PM 1 0 28 0 1 29 1 0 0 0 0 1 3 1 0 0 0 4 0 2 0 0 4 2 36

Hourly Total 4 0 115 0 1 119 5 1 1 0 11 7 13 6 2 0 3 21 1 6 3 0 8 10 157

5:00 PM 1 0 31 0 1 32 2 0 0 0 0 2 3 0 0 0 1 3 0 1 0 0 7 1 38

5:15 PM 1 0 16 0 3 17 0 1 0 0 0 1 3 0 0 0 0 3 0 1 1 0 3 2 23

5:30 PM 0 0 14 0 0 14 1 1 0 0 1 2 1 0 1 0 0 2 0 0 0 0 2 0 18

5:45 PM 1 1 6 0 1 8 1 0 0 0 0 1 1 2 0 0 0 3 0 0 0 0 2 0 12

Hourly Total 3 1 67 0 5 71 4 2 0 0 1 6 8 2 1 0 1 11 0 2 1 0 14 3 91

Grand Total 25 18 313 0 21 356 43 17 10 0 24 70 217 43 22 0 11 282 4 25 26 2 91 57 765

Approach % 7.0 5.1 87.9 0.0 - - 61.4 24.3 14.3 0.0 - - 77.0 15.2 7.8 0.0 - - 7.0 43.9 45.6 3.5 - - -

Total % 3.3 2.4 40.9 0.0 - 46.5 5.6 2.2 1.3 0.0 - 9.2 28.4 5.6 2.9 0.0 - 36.9 0.5 3.3 3.4 0.3 - 7.5 -

Lights 25 17 312 0 - 354 43 16 10 0 - 69 203 43 22 0 - 268 4 24 25 2 - 55 746

% Lights 100.0 94.4 99.7 - - 99.4 100.0 94.1 100.0 - - 98.6 93.5 100.0 100.0 - - 95.0 100.0 96.0 96.2 100.0 - 96.5 97.5

Mediums 0 0 0 0 - 0 0 0 0 0 - 0 14 0 0 0 - 14 0 0 0 0 - 0 14

% Mediums 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 6.5 0.0 0.0 - - 5.0 0.0 0.0 0.0 0.0 - 0.0 1.8


% ArticulatedTrucks 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0

Bicycles on Road 0 1 1 0 - 2 0 1 0 0 - 1 0 0 0 0 - 0 0 1 1 0 - 2 5

% Bicycles onRoad 0.0 5.6 0.3 - - 0.6 0.0 5.9 0.0 - - 1.4 0.0 0.0 0.0 - - 0.0 0.0 4.0 3.8 0.0 - 3.5 0.7



Pedestrians - - - - 21 - - - - - 24 - - - - - 11 - - - - - 91 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -




03/07/2019 7:00 AMEnding At03/07/2019 6:00 PM


Dietz Avenue [N]

Out In Total

80 55 135

0 0 0

0 0 0

0 2 2

0 0 0

80 57 137

25 24 4 2 0

0 0 0 0 0

0 0 0 0 0

1 1 0 0 0

0 0 0 0 91

26 25 4 2 91R T L U P

44 0 1 0 0 43

Out

70 0 1 0 0 69 In

114 0 2 0 0 112

Total

Drivew

ay [E]

R 10 0 0 0 0 10

T 17 0 1 0 0 16

L 43 0 0 0 0 43

U 0 0 0 0 0 0

P 24 24 0 0 0 0

379 268 647

0 14 14

0 0 0

2 0 2

0 0 0


Dietz Avenue [S]

U L T R P

0 203 43 22 0

0 14 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 11

0 217 43 22 11

Driv

eway

4 W

estm

ount

Pal

c

Tota

l

598

14 0 4 0 616

In 354 0 0 2 0 356

Out

244

14 0 2 0 260

0 0 0 0 0 0 U

25 0 0 0 0 25 L

17 0 0 1 0 18 T

312 0 0 1 0 313 R

0 0 0 0 21 21 P






Start Time





Total Int. Total

7:45 AM 0 0 1 0 2 1 0 0 1 0 2 1 31 1 1 0 0 33 0 0 1 0 2 1 36

8:00 AM 0 0 2 0 0 2 1 0 0 0 0 1 19 0 0 0 0 19 0 0 0 0 1 0 22

8:15 AM 0 0 6 0 4 6 1 0 1 0 2 2 25 2 1 0 1 28 0 0 1 0 6 1 37

8:30 AM 1 0 4 0 2 5 2 0 0 0 0 2 23 2 1 0 1 26 0 1 0 0 3 1 34

Total 1 0 13 0 8 14 4 0 2 0 4 6 98 5 3 0 2 106 0 1 2 0 12 3 129

Approach % 7.1 0.0 92.9 0.0 - - 66.7 0.0 33.3 0.0 - - 92.5 4.7 2.8 0.0 - - 0.0 33.3 66.7 0.0 - - -

Total % 0.8 0.0 10.1 0.0 - 10.9 3.1 0.0 1.6 0.0 - 4.7 76.0 3.9 2.3 0.0 - 82.2 0.0 0.8 1.6 0.0 - 2.3 -

PHF 0.250 0.000 0.542 0.000 - 0.583 0.500 0.000 0.500 0.000 - 0.750 0.790 0.625 0.750 0.000 - 0.803 0.000 0.250 0.500 0.000 - 0.750 0.872

Lights 1 0 13 0 - 14 4 0 2 0 - 6 95 5 3 0 - 103 0 1 2 0 - 3 126

% Lights 100.0 - 100.0 - - 100.0 100.0 - 100.0 - - 100.0 96.9 100.0 100.0 - - 97.2 - 100.0 100.0 - - 100.0 97.7

Mediums 0 0 0 0 - 0 0 0 0 0 - 0 3 0 0 0 - 3 0 0 0 0 - 0 3

% Mediums 0.0 - 0.0 - - 0.0 0.0 - 0.0 - - 0.0 3.1 0.0 0.0 - - 2.8 - 0.0 0.0 - - 0.0 2.3


% ArticulatedTrucks 0.0 - 0.0 - - 0.0 0.0 - 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 - 0.0 0.0 - - 0.0 0.0

Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0

% Bicycles onRoad 0.0 - 0.0 - - 0.0 0.0 - 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 - 0.0 0.0 - - 0.0 0.0



Pedestrians - - - - 8 - - - - - 4 - - - - - 2 - - - - - 12 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 7:45 AMEnding At03/07/2019 8:45 AM


Dietz Avenue [N]

Out In Total

8 3 11

0 0 0

0 0 0

0 0 0

0 0 0

8 3 11

2 1 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 12

2 1 0 0 12R T L U P

3 0 0 0 0 3 Out

6 0 0 0 0 6 In

9 0 0 0 0 9

Total

Drivew

ay [E]

R 2 0 0 0 0 2

T 0 0 0 0 0 0

L 4 0 0 0 0 4

U 0 0 0 0 0 0

P 4 4 0 0 0 0

18 103 121

0 3 3

0 0 0

0 0 0

0 0 0


Dietz Avenue [S]

U L T R P

0 95 5 3 0

0 3 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 2

0 98 5 3 2

Driv

eway

4 W

estm

ount

Pal

c

Tota

l

111 3 0 0 0 114

In 14 0 0 0 0 14

Out 97 3 0 0 0 100

0 0 0 0 0 0 U

1 0 0 0 0 1 L

0 0 0 0 0 0 T

13 0 0 0 0 13 R

0 0 0 0 8 8 P






Start Time





Total Int. Total

11:45 AM 0 1 8 0 0 9 1 0 1 0 0 2 3 2 2 0 0 7 0 0 0 0 1 0 18

12:00 PM 3 2 3 0 0 8 3 2 0 0 0 5 3 1 0 0 0 4 1 3 2 0 7 6 23

12:15 PM 2 2 4 0 1 8 1 1 0 0 0 2 2 1 1 0 0 4 0 0 1 1 5 2 16

12:30 PM 2 2 2 0 0 6 2 2 0 0 0 4 7 1 0 0 1 8 0 1 2 1 5 4 22

Total 7 7 17 0 1 31 7 5 1 0 0 13 15 5 3 0 1 23 1 4 5 2 18 12 79

Approach % 22.6 22.6 54.8 0.0 - - 53.8 38.5 7.7 0.0 - - 65.2 21.7 13.0 0.0 - - 8.3 33.3 41.7 16.7 - - -

Total % 8.9 8.9 21.5 0.0 - 39.2 8.9 6.3 1.3 0.0 - 16.5 19.0 6.3 3.8 0.0 - 29.1 1.3 5.1 6.3 2.5 - 15.2 -

PHF 0.583 0.875 0.531 0.000 - 0.861 0.583 0.625 0.250 0.000 - 0.650 0.536 0.625 0.375 0.000 - 0.719 0.250 0.333 0.625 0.500 - 0.500 0.859

Lights 7 7 17 0 - 31 7 5 1 0 - 13 15 5 3 0 - 23 1 3 4 2 - 10 77

% Lights 100.0 100.0 100.0 - - 100.0 100.0 100.0 100.0 - - 100.0 100.0 100.0 100.0 - - 100.0 100.0 75.0 80.0 100.0 - 83.3 97.5

Mediums 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0

% Mediums 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0


% ArticulatedTrucks 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0

Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 1 1 0 - 2 2

% Bicycles onRoad 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 25.0 20.0 0.0 - 16.7 2.5


% Bicycles onCrosswalk - - - - 0.0 - - - - - - - - - - - 0.0 - - - - - 0.0 - -

Pedestrians - - - - 1 - - - - - 0 - - - - - 1 - - - - - 18 - -

% Pedestrians - - - - 100.0 - - - - - - - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 11:45 AMEnding At03/07/2019 12:45 PM


Dietz Avenue [N]

Out In Total

15 10 25

0 0 0

0 0 0

0 2 2

0 0 0

15 12 27

4 3 1 2 0

0 0 0 0 0

0 0 0 0 0

1 1 0 0 0

0 0 0 0 18

5 4 1 2 18R T L U P

11 0 0 0 0 11

Out

13 0 0 0 0 13 In

24 0 0 0 0 24

Total

Drivew

ay [E]

R 1 0 0 0 0 1

T 5 0 0 0 0 5

L 7 0 0 0 0 7

U 0 0 0 0 0 0

P 0 0 0 0 0 0

27 23 50

0 0 0

0 0 0

1 0 1

0 0 0


Dietz Avenue [S]

U L T R P

0 15 5 3 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 1

0 15 5 3 1

Driv

eway

4 W

estm

ount

Pal

c

Tota

l

55 0 0 1 0 56

In 31 0 0 0 0 31

Out 24 0 0 1 0 25

0 0 0 0 0 0 U

7 0 0 0 0 7 L

7 0 0 0 0 7 T

17 0 0 0 0 17 R

0 0 0 0 1 1 P






Start Time





Total Int. Total

3:45 PM 1 0 26 0 0 27 2 2 0 0 1 4 2 2 1 0 0 5 0 1 0 0 4 1 37

4:00 PM 1 0 33 0 0 34 0 0 1 0 3 1 3 0 0 0 2 3 0 2 1 0 1 3 41

4:15 PM 1 0 30 0 0 31 0 1 0 0 4 1 3 2 0 0 0 5 1 2 1 0 0 4 41

4:30 PM 1 0 24 0 0 25 4 0 0 0 4 4 4 3 2 0 1 9 0 0 1 0 3 1 39

Total 4 0 113 0 0 117 6 3 1 0 12 10 12 7 3 0 3 22 1 5 3 0 8 9 158

Approach % 3.4 0.0 96.6 0.0 - - 60.0 30.0 10.0 0.0 - - 54.5 31.8 13.6 0.0 - - 11.1 55.6 33.3 0.0 - - -

Total % 2.5 0.0 71.5 0.0 - 74.1 3.8 1.9 0.6 0.0 - 6.3 7.6 4.4 1.9 0.0 - 13.9 0.6 3.2 1.9 0.0 - 5.7 -

PHF 1.000 0.000 0.856 0.000 - 0.860 0.375 0.375 0.250 0.000 - 0.625 0.750 0.583 0.375 0.000 - 0.611 0.250 0.625 0.750 0.000 - 0.563 0.963

Lights 4 0 112 0 - 116 6 3 1 0 - 10 10 7 3 0 - 20 1 5 3 0 - 9 155

% Lights 100.0 - 99.1 - - 99.1 100.0 100.0 100.0 - - 100.0 83.3 100.0 100.0 - - 90.9 100.0 100.0 100.0 - - 100.0 98.1

Mediums 0 0 0 0 - 0 0 0 0 0 - 0 2 0 0 0 - 2 0 0 0 0 - 0 2

% Mediums 0.0 - 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 16.7 0.0 0.0 - - 9.1 0.0 0.0 0.0 - - 0.0 1.3


% ArticulatedTrucks 0.0 - 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0

Bicycles on Road 0 0 1 0 - 1 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 1

% Bicycles onRoad 0.0 - 0.9 - - 0.9 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.6


% Bicycles onCrosswalk - - - - - - - - - - 0.0 - - - - - 0.0 - - - - - 0.0 - -

Pedestrians - - - - 0 - - - - - 12 - - - - - 3 - - - - - 8 - -

% Pedestrians - - - - - - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -




Peak Hour Data

03/07/2019 3:45 PMEnding At03/07/2019 4:45 PM


Dietz Avenue [N]

Out In Total

12 9 21

0 0 0

0 0 0

0 0 0

0 0 0

12 9 21

3 5 1 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 8

3 5 1 0 8R T L U P

4 0 0 0 0 4 Out

10 0 0 0 0 10 In

14 0 0 0 0 14

Total

Drivew

ay [E]

R 1 0 0 0 0 1

T 3 0 0 0 0 3

L 6 0 0 0 0 6

U 0 0 0 0 0 0

P 12 12 0 0 0 0

123 20 143

0 2 2

0 0 0

1 0 1

0 0 0


Dietz Avenue [S]

U L T R P

0 10 7 3 0

0 2 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 3

0 12 7 3 3

Driv

eway

4 W

estm

ount

Pal

c

Tota

l

132 2 0 1 0 135

In 116 0 0 1 0 117

Out 16 2 0 0 0 18

0 0 0 0 0 0 U

4 0 0 0 0 4 L

0 0 0 0 0 0 T

112 0 0 1 0 113 R

0 0 0 0 0 0 P







Appendix B Existing Traffic Operational Conditions

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 1

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

2915

1737

515

47

795

8320

667

15

Futur

e Volu

me (v

ph)

2915

1737

515

47

795

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667

15

Ideal

Flow

(vphp

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0015

5019

0019

0016

5017

5017

7517

7519

0017

7517

7519

00St

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e Len

gth (m

)0.0

0.070

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12.0

0.040

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Stor

age L

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10

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Tape

r Len

gth (m

)7.5

7.57.5

7.5La

ne U

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actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

0.95

0.95

1.00

0.95

0.95

Ped B

ike F

actor

0.99

0.98

0.98

0.99

1.00

1.00

1.00

Frt

0.962

0.850

0.986

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n Red

Yes

Yes

Yes

Yes

Satd.

Flow

(RTO

R)17

154

111

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)61

.210

0.863

.690

.2Tr

avel

Time (

s)3.7

6.03.8

5.4Co

nfl. P

eds.

(#/hr

)4

1818

420

77

20Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

0%7%

6%0%

0%2%

14%

4%6%

2%4%

20%

Adj. F

low (v

ph)

2915

1737

515

47

795

8320

667

15

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

061

00

4215

47

878

020

667

60

Turn

Typ

ePe

rmNA

pm+p

tNA

Perm

Perm

NApm

+pt

NAPr

otecte

d Pha

ses

43

82

16

Perm

itted P

hase

s4

88

26

Detec

tor P

hase

44

38

82

21

6Sw

itch P

hase

Minim

um In

itial (s

)8.0

8.05.0

8.08.0

38.0

38.0

5.038

.0Mi

nimum

Spli

t (s)

41.8

41.8

9.041

.841

.844

.044

.09.0

44.0

Total

Spli

t (s)

41.8

41.8

11.0

41.8

41.8

44.0

44.0

13.2

44.0

Total

Spli

t (%

)38

.0%38

.0%10

.0%38

.0%38

.0%40

.0%40

.0%12

.0%40

.0%Ye

llow

Time (

s)4.0

4.03.0

4.04.0

4.04.0

3.04.0

All-R

ed T

ime (

s)2.0

2.01.0

2.02.0

2.02.0

1.02.0

Lost

Time A

djust

(s)-2

.0-2

.0-2

.0-2

.0-2

.00.0

-2.0

Total

Lost

Time (

s)4.0

4.04.0

4.04.0

4.04.0

Lead

/Lag

Lag

Lag

Lead

Lag

Lag

Lead

Lead

-Lag

Opti

mize

?Re

call M

ode

None

None

None

None

None

C-Ma

xC-

Max

None

C-Ma

xAc

t Effc

t Gre

en (s

)12

.212

.212

.272

.472

.489

.889

.8Ac

tuated

g/C

Ratio

0.11

0.11

0.11

0.66

0.66

0.82

0.82

v/c R

atio

0.42

0.32

0.52

0.02

0.42

0.40

0.26

Contr

ol De

lay42

.750

.913

.78.9

10.3

4.72.8

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

Total

Dela

y42

.750

.913

.78.9

10.3

4.72.8

LOS

DD

BA

BA

AAp

proa

ch D

elay

42.7

21.6

10.3

3.2

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 2

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RAp

proa

ch LO

SD

CB

AQu

eue L

ength

50th

(m)

9.49.0

0.00.5

43.1

7.013

.3Qu

eue L

ength

95th

(m)

22.3

19.7

18.7

2.772

.215

.524

.1Int

erna

l Link

Dist

(m)

37.2

76.8

39.6

66.2

Turn

Bay

Leng

th (m

)12

.040

.0Ba

se C

apac

ity (v

ph)

416

519

715

396

2074

517

2610

Star

vatio

n Cap

Red

uctn

00

00

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

0Re

duce

d v/c

Ratio

0.15

0.08

0.22

0.02

0.42

0.40

0.26

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 11

0Of

fset: 6

9.3 (6

3%),

Refer

ence

d to p

hase

2:NB

TL an

d 6:S

BTL,

Star

t of G

reen

Natur

al Cy

cle: 1

05Co

ntrol

Type

: Actu

ated-

Coor

dinate

dMa

ximum

v/c R

atio:

0.52

Inter

secti

on S

ignal

Delay

: 9.3

Inter

secti

on LO

S: A

Inter

secti

on C

apac

ity U

tiliza

tion 9

0.9%

ICU

Leve

l of S

ervic

e EAn

alysis

Per

iod (m

in) 15

Splits

and P

hase

s:

1: W

estm

ount

Road

& W

estco

urt P

lace/F

ather

Dav

id Ba

uer D

rive

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 3

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

275

3221

195

47

Futur

e Volu

me (v

ph)

275

3221

195

47

Ideal

Flow

(vphp

l)16

5019

0017

7519

0017

7517

50St

orag

e Len

gth (m

)0.0

80.0

0.00.0

Stor

age L

anes

01

11

Tape

r Len

gth (m

)7.5

7.5La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.986

0.850

Flt P

rotec

ted0.9

500.9

50Sa

td. F

low (p

rot)

1557

016

6818

4216

6814

71Flt

Per

mitte

d0.9

500.9

50Sa

td. F

low (p

erm)

1557

016

6818

4216

6814

71Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)10

0.899

.292

.1Tr

avel

Time (

s)6.0

6.05.5

Confl

. Ped

s. (#

/hr)

1313

7Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

3%6%

0%2%

0%0%

Adj. F

low (v

ph)

275

3221

195

47

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

307

021

195

47

Sign

Con

trol

Free

Free

Stop

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 2

9.0%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 4

Move

ment

EBT

EBR

WBL

WBT

NBL

NBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

275

3221

195

47

Futur

e Volu

me (V

eh/h)

275

3221

195

47

Sign

Con

trol

Free

Free

Stop

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

275

3221

195

47

Pede

strian

s7

13La

ne W

idth (

m)3.5

3.5W

alking

Spe

ed (m

/s)1.2

1.2Pe

rcent

Bloc

kage

11

Righ

t turn

flare

(veh

)Me

dian t

ype

None

None

Media

n stor

age v

eh)

Upstr

eam

signa

l (m)

101

pX, p

latoo

n unb

locke

d0.9

80.9

80.9

8vC

, con

flictin

g volu

me32

054

830

4vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l30

153

328

5tC

, sing

le (s)

4.16.4

6.2tC

, 2 st

age (

s)tF

(s)

2.23.5

3.3p0

queu

e fre

e %98

9999

cM ca

pacit

y (ve

h/h)

1238

487

739

Dire

ction

, Lan

e #EB

1W

B 1

WB

2NB

1NB

2Vo

lume T

otal

307

2119

54

7Vo

lume L

eft0

210

40

Volum

e Righ

t32

00

07

cSH

1700

1238

1700

487

739

Volum

e to C

apac

ity0.1

80.0

20.1

10.0

10.0

1Qu

eue L

ength

95th

(m)

0.00.4

0.00.2

0.2Co

ntrol

Delay

(s)

0.08.0

0.012

.59.9

Lane

LOS

AB

AAp

proa

ch D

elay (

s)0.0

0.810

.8Ap

proa

ch LO

SB

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.5

Inter

secti

on C

apac

ity U

tiliza

tion

29.0%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 5

Lane

Gro

upW

BLW

BRNB

TNB

RSB

LSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

217

873

1117

715

Futur

e Volu

me (v

ph)

217

873

1117

715

Ideal

Flow

(vphp

l)17

7517

5017

7519

0017

7519

00St

orag

e Len

gth (m

)0.0

0.00.0

13.0

Stor

age L

anes

11

01

Tape

r Len

gth (m

)7.5

7.5La

ne U

til. F

actor

1.00

1.00

0.95

0.95

1.00

0.95

Ped B

ike F

actor

Frt

0.850

0.998

Flt P

rotec

ted0.9

500.9

50Sa

td. F

low (p

rot)

1668

1388

3195

016

6834

33Flt

Per

mitte

d0.9

500.9

50Sa

td. F

low (p

erm)

1668

1388

3195

016

6834

33Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)46

.913

4.663

.6Tr

avel

Time (

s)2.8

8.13.8

Confl

. Ped

s. (#

/hr)

77

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

6%4%

18%

0%4%

Adj. F

low (v

ph)

217

873

1117

715

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

217

884

017

715

Sign

Con

trol

Stop

Free

Free

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 3

6.2%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 6

Move

ment

WBL

WBR

NBT

NBR

SBL

SBT

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

217

873

1117

715

Futur

e Volu

me (V

eh/h)

217

873

1117

715

Sign

Con

trol

Stop

Free

Free

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

217

873

1117

715

Pede

strian

s7

Lane

Widt

h (m)

3.5W

alking

Spe

ed (m

/s)1.2

Perce

nt Bl

ocka

ge1

Righ

t turn

flare

(veh

)Me

dian t

ype

TWLT

LNo

neMe

dian s

torag

e veh

)2

Upstr

eam

signa

l (m)

332

64pX

, plat

oon u

nbloc

ked

0.86

0.84

0.84

vC, c

onflic

ting v

olume

1277

449

891

vC1,

stage

1 co

nf vo

l88

6vC

2, sta

ge 2

conf

vol

392

vCu,

unblo

cked

vol

764

047

7tC

, sing

le (s)

6.87.0

4.1tC

, 2 st

age (

s)5.8

tF (s

)3.5

3.42.2

p0 qu

eue f

ree %

100

9898

cM ca

pacit

y (ve

h/h)

458

890

911

Dire

ction

, Lan

e #W

B 1

WB

2NB

1NB

2SB

1SB

2SB

3Vo

lume T

otal

217

582

302

1735

835

8Vo

lume L

eft2

00

017

00

Volum

e Righ

t0

170

110

00

cSH

458

890

1700

1700

911

1700

1700

Volum

e to C

apac

ity0.0

00.0

20.3

40.1

80.0

20.2

10.2

1Qu

eue L

ength

95th

(m)

0.10.5

0.00.0

0.50.0

0.0Co

ntrol

Delay

(s)

12.9

9.10.0

0.09.0

0.00.0

Lane

LOS

BA

AAp

proa

ch D

elay (

s)9.5

0.00.2

Appr

oach

LOS

A

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.2

Inter

secti

on C

apac

ity U

tiliza

tion

36.2%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 7

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

70

417

014

186

911

836

697

2Fu

ture V

olume

(vph

)7

04

170

141

869

118

3669

72

Ideal

Flow

(vphp

l)19

0019

0019

0017

7519

0017

5019

0017

7519

0017

7519

0019

00St

orag

e Len

gth (m

)0.0

0.00.0

0.025

.00.0

30.0

0.0St

orag

e Lan

es0

01

01

01

0Ta

per L

ength

(m)

7.57.5

7.57.5

Lane

Util.

Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

00.9

50.9

51.0

00.9

50.9

5Pe

d Bike

Fac

torFr

t0.9

510.8

500.9

82Flt

Pro

tected

0.969

0.950

0.950

0.950

Satd.

Flow

(pro

t)0

1731

016

6812

380

1785

3160

016

1934

330

Flt P

ermi

tted

0.969

0.950

0.950

0.950

Satd.

Flow

(per

m)0

1731

016

6812

380

1785

3160

016

1934

330

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)57

.560

.419

7.713

4.6Tr

avel

Time (

s)3.5

3.611

.98.1

Confl

. Ped

s. (#

/hr)

55

611

116

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

0%0%

0%0%

29%

0%4%

1%3%

4%0%

Adj. F

low (v

ph)

70

417

014

186

911

836

697

2Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)0

110

1714

01

987

036

699

0Si

gn C

ontro

lSt

opSt

opFr

eeFr

ee

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 4

5.5%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 8

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

70

417

014

186

911

836

697

2Fu

ture V

olume

(Veh

/h)7

04

170

141

869

118

3669

72

Sign

Con

trol

Stop

Stop

Free

Free

Grad

e0%

0%0%

0%Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Hour

ly flo

w ra

te (vp

h)7

04

170

141

869

118

3669

72

Pede

strian

s6

115

Lane

Widt

h (m)

3.53.5

3.5W

alking

Spe

ed (m

/s)1.2

1.21.2

Perce

nt Bl

ocka

ge0

10

Righ

t turn

flare

(veh

)Me

dian t

ype

None

TWLT

LMe

dian s

torag

e veh

)2

Upstr

eam

signa

l (m)

198

198

pX, p

latoo

n unb

locke

d0.8

00.8

00.9

80.8

00.8

00.7

90.9

80.7

9vC

, con

flictin

g volu

me12

3217

7635

613

6617

1851

070

599

8vC

1, sta

ge 1

conf

vol

776

776

941

941

vC2,

stage

2 co

nf vo

l45

610

0042

477

7vC

u, un

block

ed vo

l69

213

7030

485

912

980

661

478

tC, s

ingle

(s)7.5

6.56.9

7.56.5

7.54.1

4.2tC

, 2 st

age (

s)6.5

5.56.5

5.5tF

(s)

3.54.0

3.33.5

4.03.6

2.22.2

p0 qu

eue f

ree %

9810

099

9610

098

100

96cM

capa

city (

veh/h

)34

629

868

139

732

078

691

584

5

Dire

ction

, Lan

e #EB

1W

B 1

WB

2NB

1NB

2NB

3SB

1SB

2SB

3Vo

lume T

otal

1117

141

579

408

3646

523

4Vo

lume L

eft7

170

10

036

00

Volum

e Righ

t4

014

00

118

00

2cS

H42

139

778

691

517

0017

0084

517

0017

00Vo

lume t

o Cap

acity

0.03

0.04

0.02

0.00

0.34

0.24

0.04

0.27

0.14

Queu

e Len

gth 95

th (m

)0.6

1.10.4

0.00.0

0.01.1

0.00.0

Contr

ol De

lay (s

)13

.814

.59.7

8.90.0

0.09.5

0.00.0

Lane

LOS

BB

AA

AAp

proa

ch D

elay (

s)13

.812

.30.0

0.5Ap

proa

ch LO

SB

B

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.5

Inter

secti

on C

apac

ity U

tiliza

tion

45.5%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 9

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

153

814

261

6223

593

122

746

6011

148

953

Futur

e Volu

me (v

ph)

153

814

261

6223

593

122

746

6011

148

953

Ideal

Flow

(vphp

l)17

7517

7519

0017

7519

0017

5017

7517

7519

0017

7519

0017

50St

orag

e Len

gth (m

)13

0.00.0

60.0

30.0

20.0

0.055

.050

.0St

orag

e Lan

es1

01

11

01

1Ta

per L

ength

(m)

7.57.5

7.57.5

Lane

Util.

Fac

tor1.0

00.9

50.9

51.0

00.9

51.0

01.0

00.9

50.9

51.0

00.9

51.0

0Pe

d Bike

Fac

tor0.9

80.9

91.0

00.9

60.9

91.0

00.9

90.9

5Fr

t0.9

640.8

500.9

890.8

50Flt

Pro

tected

0.950

0.950

0.950

0.950

Satd.

Flow

(pro

t)15

5831

370

1635

3368

1428

1619

3228

016

1934

6611

96Flt

Per

mitte

d0.5

240.1

230.3

580.1

54Sa

td. F

low (p

erm)

842

3137

021

133

6813

6660

132

280

261

3466

1142

Righ

t Tur

n on R

edYe

sYe

sYe

sYe

sSa

td. F

low (R

TOR)

4814

98

149

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)20

2.327

5.315

8.319

7.7Tr

avel

Time (

s)12

.116

.59.5

11.9

Confl

. Ped

s. (#

/hr)

3217

1732

3331

3133

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)7%

2%1%

2%6%

3%3%

2%0%

3%3%

23%

Adj. F

low (v

ph)

153

814

261

6223

593

122

746

6011

148

953

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

153

1075

062

235

9312

280

60

111

489

53Tu

rn T

ype

pm+p

tNA

pm+p

tNA

Perm

pm+p

tNA

pm+p

tNA

Perm

Prote

cted P

hase

s7

43

85

21

6Pe

rmitte

d Pha

ses

48

82

66

Detec

tor P

hase

74

38

85

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

5.033

.05.0

33.0

33.0

5.032

.05.0

32.0

32.0

Minim

um S

plit (

s)9.0

39.0

9.039

.039

.09.0

38.0

9.038

.038

.0To

tal S

plit (

s)22

.039

.011

.039

.039

.011

.038

.011

.038

.038

.0To

tal S

plit (

%)

20.0%

35.5%

10.0%

35.5%

35.5%

10.0%

34.5%

10.0%

34.5%

34.5%

Yello

w Tim

e (s)

3.04.0

3.04.0

4.03.0

4.03.0

4.04.0

All-R

ed T

ime (

s)1.0

2.01.0

2.02.0

1.02.0

1.02.0

2.0Lo

st Tim

e Adju

st (s)

0.0-2

.00.0

-2.0

-2.0

0.0-2

.00.0

-2.0

-2.0

Total

Lost

Time (

s)4.0

4.04.0

4.04.0

4.04.0

4.04.0

4.0Le

ad/La

gLe

adLa

gLe

adLa

gLa

gLe

adLa

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eNo

neNo

neNo

neNo

neNo

neNo

neMa

xNo

neMa

xMa

xAc

t Effc

t Gre

en (s

)50

.842

.341

.735

.035

.041

.034

.041

.034

.034

.0Ac

tuated

g/C

Ratio

0.49

0.41

0.40

0.34

0.34

0.39

0.33

0.39

0.33

0.33

v/c R

atio

0.31

0.82

0.35

0.21

0.17

0.40

0.76

0.57

0.43

0.11

Contr

ol De

lay16

.733

.220

.725

.81.5

23.5

37.0

31.9

29.3

0.5Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Dela

y16

.733

.220

.725

.81.5

23.5

37.0

31.9

29.3

0.5LO

SB

CC

CA

CD

CC

AAp

proa

ch D

elay

31.2

19.2

35.2

27.4

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 10

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RAp

proa

ch LO

SC

BD

CQu

eue L

ength

50th

(m)

17.7

105.4

6.718

.50.0

15.5

79.1

14.0

42.4

0.0Qu

eue L

ength

95th

(m)

30.1

134.4

13.9

30.1

2.630

.011

0.3#2

8.861

.70.0

Inter

nal L

ink D

ist (m

)17

8.325

1.313

4.317

3.7Tu

rn B

ay Le

ngth

(m)

130.0

60.0

30.0

20.0

55.0

50.0

Base

Cap

acity

(vph

)53

614

2218

111

3455

830

510

6119

411

3347

3St

arva

tion C

ap R

educ

tn0

00

00

00

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

00

0Re

duce

d v/c

Ratio

0.29

0.76

0.34

0.21

0.17

0.40

0.76

0.57

0.43

0.11

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 10

4Na

tural

Cycle

: 95

Contr

ol Ty

pe: A

ctuate

d-Un

coor

dinate

dMa

ximum

v/c R

atio:

0.82

Inter

secti

on S

ignal

Delay

: 30.1

Inter

secti

on LO

S: C

Inter

secti

on C

apac

ity U

tiliza

tion 8

4.8%

ICU

Leve

l of S

ervic

e EAn

alysis

Per

iod (m

in) 15

# 9

5th pe

rcenti

le vo

lume e

xcee

ds ca

pacit

y, qu

eue m

ay be

long

er.

Q

ueue

show

n is m

axim

um af

ter tw

o cyc

les.

Splits

and P

hase

s:

5: W

estm

ount

Road

& E

rb S

treet

Wes

t

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 11

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

3494

617

435

951

33

159

113

Futur

e Volu

me (v

ph)

3494

617

435

951

33

159

113

Ideal

Flow

(vphp

l)19

0016

5019

0019

0016

5019

0019

0015

5019

0019

0015

5019

00La

ne U

til. F

actor

0.95

0.95

0.95

0.95

0.95

0.95

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.997

0.982

0.904

0.924

Flt P

rotec

ted0.9

980.9

930.9

81Sa

td. F

low (p

rot)

030

270

028

970

013

760

013

890

Flt P

ermi

tted

0.998

0.993

0.981

Satd.

Flow

(per

m)0

3027

00

2897

00

1376

00

1389

0Lin

k Spe

ed (k

/h)60

6060

60Lin

k Dist

ance

(m)

275.3

150.2

112.8

132.3

Trav

el Tim

e (s)

16.5

9.06.8

7.9Co

nfl. P

eds.

(#/hr

)13

11

137

55

7Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

0%2%

0%0%

5%6%

0%0%

0%0%

0%0%

Adj. F

low (v

ph)

3494

617

435

951

33

159

113

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

099

70

041

40

021

00

230

Sign

Con

trol

Free

Free

Stop

Stop

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 6

1.4%

ICU

Leve

l of S

ervic

e BAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 12

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

3494

617

435

951

33

159

113

Futur

e Volu

me (V

eh/h)

3494

617

435

951

33

159

113

Sign

Con

trol

Free

Free

Stop

Stop

Grad

e0%

0%0%

0%Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Hour

ly flo

w ra

te (vp

h)34

946

174

359

513

315

91

13Pe

destr

ians

75

113

Lane

Widt

h (m)

3.53.5

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

1.21.2

Perce

nt Bl

ocka

ge1

00

1Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eNo

neNo

neMe

dian s

torag

e veh

)Up

strea

m sig

nal (m

)27

5pX

, plat

oon u

nbloc

ked

0.76

0.76

0.76

0.76

0.76

0.76

vC, c

onflic

ting v

olume

423

964

1232

1454

488

968

1438

225

vC1,

stage

1 co

nf vo

lvC

2, sta

ge 2

conf

vol

vCu,

unblo

cked

vol

423

323

674

968

032

894

522

5tC

, sing

le (s)

4.14.1

7.56.5

6.97.5

6.56.9

tC, 2

stag

e (s)

tF (s

)2.2

2.23.5

4.03.3

3.54.0

3.3p0

queu

e fre

e %97

100

9998

9898

9998

cM ca

pacit

y (ve

h/h)

1135

949

246

186

826

426

192

772

Dire

ction

, Lan

e #EB

1EB

2W

B 1

WB

2NB

1SB

1Vo

lume T

otal

507

490

184

230

2123

Volum

e Left

340

40

39

Volum

e Righ

t0

170

5115

13cS

H11

3517

0094

917

0045

253

2Vo

lume t

o Cap

acity

0.03

0.29

0.00

0.14

0.05

0.04

Queu

e Len

gth 95

th (m

)0.7

0.00.1

0.01.2

1.1Co

ntrol

Delay

(s)

0.90.0

0.20.0

13.4

12.1

Lane

LOS

AA

BB

Appr

oach

Dela

y (s)

0.40.1

13.4

12.1

Appr

oach

LOS

BB

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.7

Inter

secti

on C

apac

ity U

tiliza

tion

61.4%

ICU

Leve

l of S

ervic

e B

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 13

Lane

Gro

upEB

LEB

RNB

LNB

TSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

113

985

12

Futur

e Volu

me (v

ph)

113

985

12

Ideal

Flow

(vphp

l)17

6519

0019

0016

5016

5019

00La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.875

0.910

Flt P

rotec

ted0.9

960.9

55Sa

td. F

low (p

rot)

1521

00

1515

1485

0Flt

Per

mitte

d0.9

960.9

55Sa

td. F

low (p

erm)

1521

00

1515

1485

0Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)56

.113

2.361

.8Tr

avel

Time (

s)3.4

7.93.7

Confl

. Ped

s. (#

/hr)

122

88

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

0%3%

0%0%

0%Ad

j. Flow

(vph

)1

1398

51

2Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)14

00

103

30

Sign

Con

trol

Stop

Free

Free

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 2

3.9%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 14

Move

ment

EBL

EBR

NBL

NBT

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

113

985

12

Futur

e Volu

me (V

eh/h)

113

985

12

Sign

Con

trol

Stop

Free

Free

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

113

985

12

Pede

strian

s8

212

Lane

Widt

h (m)

3.53.5

3.5W

alking

Spe

ed (m

/s)1.2

1.21.2

Perce

nt Bl

ocka

ge1

01

Righ

t turn

flare

(veh

)Me

dian t

ype

None

None

Media

n stor

age v

eh)

Upstr

eam

signa

l (m)

pX, p

latoo

n unb

locke

dvC

, con

flictin

g volu

me22

312

11vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l22

312

11tC

, sing

le (s)

6.46.2

4.1tC

, 2 st

age (

s)tF

(s)

3.53.3

2.2p0

queu

e fre

e %10

099

94cM

capa

city (

veh/h

)71

110

6615

91

Dire

ction

, Lan

e #EB

1NB

1SB

1Vo

lume T

otal

1410

33

Volum

e Left

198

0Vo

lume R

ight

130

2cS

H10

2915

9117

00Vo

lume t

o Cap

acity

0.01

0.06

0.00

Queu

e Len

gth 95

th (m

)0.3

1.60.0

Contr

ol De

lay (s

)8.5

7.10.0

Lane

LOS

AA

Appr

oach

Dela

y (s)

8.57.1

0.0Ap

proa

ch LO

SA

Inter

secti

on S

umma

ryAv

erag

e Dela

y 7.1

Inter

secti

on C

apac

ity U

tiliza

tion

23.9%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 1

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

144

1965

1324

616

753

7215

010

1325

Futur

e Volu

me (v

ph)

144

1965

1324

616

753

7215

010

1325

Ideal

Flow

(vphp

l)19

0015

5019

0019

0016

5017

5017

7517

7519

0017

7517

7519

00St

orag

e Len

gth (m

)0.0

0.070

.00.0

12.0

0.040

.00.0

Stor

age L

anes

00

01

10

10

Tape

r Len

gth (m

)7.5

7.57.5

7.5La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

0.95

0.95

1.00

0.95

0.95

Ped B

ike F

actor

0.96

0.95

0.98

0.99

0.99

0.98

1.00

Frt

0.931

0.850

0.987

0.996

Flt P

rotec

ted0.9

810.9

600.9

500.9

50Sa

td. F

low (p

rot)

013

460

015

6614

7116

6831

690

1651

3254

0Flt

Per

mitte

d0.8

820.7

950.2

760.2

92Sa

td. F

low (p

erm)

012

080

012

3414

4648

131

690

500

3254

0Ri

ght T

urn o

n Red

Yes

Yes

Yes

Yes

Satd.

Flow

(RTO

R)19

246

103

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)61

.210

0.863

.690

.2Tr

avel

Time (

s)3.7

6.03.8

5.4Co

nfl. P

eds.

(#/hr

)5

6262

520

4747

20Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

0%0%

0%0%

0%0%

0%3%

4%1%

2%0%

Adj. F

low (v

ph)

144

1965

1324

616

753

7215

010

1325

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

037

00

7824

616

825

015

010

380

Turn

Typ

ePe

rmNA

pm+p

tNA

Perm

Perm

NApm

+pt

NAPr

otecte

d Pha

ses

43

82

16

Perm

itted P

hase

s4

88

26

Detec

tor P

hase

44

38

82

21

6Sw

itch P

hase

Minim

um In

itial (s

)8.0

8.05.0

8.08.0

38.0

38.0

5.038

.0Mi

nimum

Spli

t (s)

41.8

41.8

9.041

.841

.844

.044

.09.0

44.0

Total

Spli

t (s)

41.8

41.8

11.0

41.8

41.8

44.0

44.0

13.2

44.0

Total

Spli

t (%

)38

.0%38

.0%10

.0%38

.0%38

.0%40

.0%40

.0%12

.0%40

.0%Ye

llow

Time (

s)4.0

4.03.0

4.04.0

4.04.0

3.04.0

All-R

ed T

ime (

s)2.0

2.01.0

2.02.0

2.02.0

1.02.0

Lost

Time A

djust

(s)-2

.0-2

.0-2

.0-2

.0-2

.00.0

-2.0

Total

Lost

Time (

s)4.0

4.04.0

4.04.0

4.04.0

Lead

/Lag

Lag

Lag

Lead

Lag

Lag

Lead

Lead

-Lag

Opti

mize

?Re

call M

ode

None

None

None

None

None

C-Ma

xC-

Max

None

C-Ma

xAc

t Effc

t Gre

en (s

)14

.714

.714

.775

.075

.087

.387

.3Ac

tuated

g/C

Ratio

0.13

0.13

0.13

0.68

0.68

0.79

0.79

v/c R

atio

0.21

0.48

0.61

0.05

0.38

0.31

0.40

Contr

ol De

lay26

.852

.712

.08.2

8.84.7

4.3Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

26.8

52.7

12.0

8.28.8

4.74.3

LOS

CD

BA

AA

AAp

proa

ch D

elay

26.8

21.8

8.84.3

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 2

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RAp

proa

ch LO

SC

CA

AQu

eue L

ength

50th

(m)

3.616

.60.0

1.036

.16.0

29.1

Queu

e Len

gth 95

th (m

)13

.030

.622

.64.7

63.4

13.8

49.6

Inter

nal L

ink D

ist (m

)37

.276

.839

.666

.2Tu

rn B

ay Le

ngth

(m)

12.0

40.0

Base

Cap

acity

(vph

)42

754

777

832

821

6449

925

84St

arva

tion C

ap R

educ

tn0

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

Redu

ced v

/c Ra

tio0.0

90.1

40.3

20.0

50.3

80.3

00.4

0

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 11

0Of

fset: 6

9.3 (6

3%),

Refer

ence

d to p

hase

2:NB

TL an

d 6:S

BTL,

Star

t of G

reen

Natur

al Cy

cle: 1

05Co

ntrol

Type

: Actu

ated-

Coor

dinate

dMa

ximum

v/c R

atio:

0.61

Inter

secti

on S

ignal

Delay

: 8.6

Inter

secti

on LO

S: A

Inter

secti

on C

apac

ity U

tiliza

tion 9

8.1%

ICU

Leve

l of S

ervic

e FAn

alysis

Per

iod (m

in) 15

Splits

and P

hase

s:

1: W

estm

ount

Road

& W

estco

urt P

lace/F

ather

Dav

id Ba

uer D

rive

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 3

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

243

139

312

1513

Futur

e Volu

me (v

ph)

243

139

312

1513

Ideal

Flow

(vphp

l)16

5019

0017

7519

0017

7517

50St

orag

e Len

gth (m

)0.0

80.0

0.00.0

Stor

age L

anes

01

11

Tape

r Len

gth (m

)7.5

7.5La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.993

0.850

Flt P

rotec

ted0.9

500.9

50Sa

td. F

low (p

rot)

1584

016

6818

7916

6814

71Flt

Per

mitte

d0.9

500.9

50Sa

td. F

low (p

erm)

1584

016

6818

7916

6814

71Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)10

0.899

.292

.1Tr

avel

Time (

s)6.0

6.05.5

Confl

. Ped

s. (#

/hr)

88

13

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)2%

8%0%

0%0%

0%Ad

j. Flow

(vph

)24

313

931

215

13Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)25

60

931

215

13Si

gn C

ontro

lFr

eeFr

eeSt

op

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 2

7.4%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 4

Move

ment

EBT

EBR

WBL

WBT

NBL

NBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

243

139

312

1513

Futur

e Volu

me (V

eh/h)

243

139

312

1513

Sign

Con

trol

Free

Free

Stop

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

243

139

312

1513

Pede

strian

s1

38

Lane

Widt

h (m)

3.53.5

3.5W

alking

Spe

ed (m

/s)1.2

1.21.2

Perce

nt Bl

ocka

ge0

01

Righ

t turn

flare

(veh

)Me

dian t

ype

None

None

Media

n stor

age v

eh)

Upstr

eam

signa

l (m)

101

pX, p

latoo

n unb

locke

d0.9

90.9

90.9

9vC

, con

flictin

g volu

me26

458

826

0vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l25

658

225

2tC

, sing

le (s)

4.16.4

6.2tC

, 2 st

age (

s)tF

(s)

2.23.5

3.3p0

queu

e fre

e %99

9798

cM ca

pacit

y (ve

h/h)

1304

468

779

Dire

ction

, Lan

e #EB

1W

B 1

WB

2NB

1NB

2Vo

lume T

otal

256

931

215

13Vo

lume L

eft0

90

150

Volum

e Righ

t13

00

013

cSH

1700

1304

1700

468

779

Volum

e to C

apac

ity0.1

50.0

10.1

80.0

30.0

2Qu

eue L

ength

95th

(m)

0.00.2

0.00.8

0.4Co

ntrol

Delay

(s)

0.07.8

0.012

.99.7

Lane

LOS

AB

AAp

proa

ch D

elay (

s)0.0

0.211

.4Ap

proa

ch LO

SB

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.6

Inter

secti

on C

apac

ity U

tiliza

tion

27.4%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 5

Lane

Gro

upW

BLW

BRNB

TNB

RSB

LSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

2313

973

042

7910

33Fu

ture V

olume

(vph

)23

139

730

4279

1033

Ideal

Flow

(vphp

l)17

7517

5017

7519

0017

7519

00St

orag

e Len

gth (m

)0.0

0.00.0

13.0

Stor

age L

anes

11

01

Tape

r Len

gth (m

)7.5

7.5La

ne U

til. F

actor

1.00

1.00

0.95

0.95

1.00

0.95

Ped B

ike F

actor

Frt

0.850

0.992

Flt P

rotec

ted0.9

500.9

50Sa

td. F

low (p

rot)

1603

1471

3217

016

6835

00Flt

Per

mitte

d0.9

500.9

50Sa

td. F

low (p

erm)

1603

1471

3217

016

6835

00Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)46

.913

4.663

.6Tr

avel

Time (

s)2.8

8.13.8

Confl

. Ped

s. (#

/hr)

11

2525

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)4%

0%3%

0%0%

2%Ad

j. Flow

(vph

)23

139

730

4279

1033

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

2313

977

20

7910

33Si

gn C

ontro

lSt

opFr

eeFr

ee

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 4

1.5%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 6

Move

ment

WBL

WBR

NBT

NBR

SBL

SBT

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

2313

973

042

7910

33Fu

ture V

olume

(Veh

/h)23

139

730

4279

1033

Sign

Con

trol

Stop

Free

Free

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

2313

973

042

7910

33Pe

destr

ians

251

1La

ne W

idth (

m)3.5

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

1.2Pe

rcent

Bloc

kage

20

0Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eTW

LTL

None

Media

n stor

age v

eh)

2Up

strea

m sig

nal (m

)33

264

pX, p

latoo

n unb

locke

d0.9

40.9

00.9

0vC

, con

flictin

g volu

me14

5241

279

7vC

1, sta

ge 1

conf

vol

776

vC2,

stage

2 co

nf vo

l67

6vC

u, un

block

ed vo

l92

912

054

9tC

, sing

le (s)

6.96.9

4.1tC

, 2 st

age (

s)5.9

tF (s

)3.5

3.32.2

p0 qu

eue f

ree %

9483

91cM

capa

city (

veh/h

)39

480

590

8

Dire

ction

, Lan

e #W

B 1

WB

2NB

1NB

2SB

1SB

2SB

3Vo

lume T

otal

2313

948

728

579

516

516

Volum

e Left

230

00

790

0Vo

lume R

ight

013

90

420

00

cSH

394

805

1700

1700

908

1700

1700

Volum

e to C

apac

ity0.0

60.1

70.2

90.1

70.0

90.3

00.3

0Qu

eue L

ength

95th

(m)

1.55.0

0.00.0

2.30.0

0.0Co

ntrol

Delay

(s)

14.7

10.4

0.00.0

9.30.0

0.0La

ne LO

SB

BA

Appr

oach

Dela

y (s)

11.0

0.00.7

Appr

oach

LOS

B

Inter

secti

on S

umma

ryAv

erag

e Dela

y 1.2

Inter

secti

on C

apac

ity U

tiliza

tion

41.5%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 7

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

81

1689

082

767

372

4010

124

Futur

e Volu

me (v

ph)

81

1689

082

767

372

4010

124

Ideal

Flow

(vphp

l)19

0019

0019

0017

7519

0017

5019

0017

7519

0017

7519

0019

00St

orag

e Len

gth (m

)0.0

0.00.0

0.025

.00.0

30.0

0.0St

orag

e Lan

es0

01

01

01

0Ta

per L

ength

(m)

7.57.5

7.57.5

Lane

Util.

Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

00.9

50.9

51.0

00.9

50.9

5Pe

d Bike

Fac

torFr

t0.9

140.8

500.9

860.9

99Flt

Pro

tected

0.984

0.950

0.950

0.950

Satd.

Flow

(pro

t)0

1690

016

1915

360

1785

3199

016

1934

970

Flt P

ermi

tted

0.984

0.950

0.950

0.950

Satd.

Flow

(per

m)0

1690

016

1915

360

1785

3199

016

1934

970

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)57

.560

.419

7.713

4.6Tr

avel

Time (

s)3.5

3.611

.98.1

Confl

. Ped

s. (#

/hr)

21

12

1327

2713

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

0%0%

3%0%

4%0%

3%1%

3%2%

0%Ad

j. Flow

(vph

)8

116

890

827

673

7240

1012

4Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)0

250

8982

07

745

040

1016

0Si

gn C

ontro

lSt

opSt

opFr

eeFr

ee

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 5

3.5%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 8

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

81

1689

082

767

372

4010

124

Futur

e Volu

me (V

eh/h)

81

1689

082

767

372

4010

124

Sign

Con

trol

Stop

Stop

Free

Free

Grad

e0%

0%0%

0%Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Hour

ly flo

w ra

te (vp

h)8

116

890

827

673

7240

1012

4Pe

destr

ians

1327

12

Lane

Widt

h (m)

3.53.5

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

1.21.2

Perce

nt Bl

ocka

ge1

20

0Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eNo

neTW

LTL

Media

n stor

age v

eh)

2Up

strea

m sig

nal (m

)19

819

8pX

, plat

oon u

nbloc

ked

0.90

0.90

0.93

0.90

0.90

0.86

0.93

0.86

vC, c

onflic

ting v

olume

1542

1893

522

1354

1859

402

1029

772

vC1,

stage

1 co

nf vo

l11

0711

0775

075

0vC

2, sta

ge 2

conf

vol

434

786

604

1109

vCu,

unblo

cked

vol

1012

1403

327

803

1365

087

441

7tC

, sing

le (s)

7.56.5

6.97.6

6.57.0

4.14.2

tC, 2

stag

e (s)

6.55.5

6.65.5

tF (s

)3.5

4.03.3

3.54.0

3.32.2

2.2p0

queu

e fre

e %97

100

9778

100

9199

96cM

capa

city (

veh/h

)23

826

261

939

626

490

871

695

4

Dire

ction

, Lan

e #EB

1W

B 1

WB

2NB

1NB

2NB

3SB

1SB

2SB

3Vo

lume T

otal

2589

827

449

296

4067

534

1Vo

lume L

eft8

890

70

040

00

Volum

e Righ

t16

082

00

720

04

cSH

395

396

908

716

1700

1700

954

1700

1700

Volum

e to C

apac

ity0.0

60.2

20.0

90.0

10.2

60.1

70.0

40.4

00.2

0Qu

eue L

ength

95th

(m)

1.66.8

2.40.2

0.00.0

1.00.0

0.0Co

ntrol

Delay

(s)

14.7

16.7

9.410

.10.0

0.08.9

0.00.0

Lane

LOS

BC

AB

AAp

proa

ch D

elay (

s)14

.713

.20.1

0.3Ap

proa

ch LO

SB

B

Inter

secti

on S

umma

ryAv

erag

e Dela

y 1.5

Inter

secti

on C

apac

ity U

tiliza

tion

53.5%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 9

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

9441

013

114

367

169

273

582

4613

183

614

1Fu

ture V

olume

(vph

)94

410

131

143

671

6927

358

246

131

836

141

Ideal

Flow

(vphp

l)17

7517

7519

0017

7519

0017

5017

7517

7519

0017

7519

0017

50St

orag

e Len

gth (m

)13

0.00.0

60.0

30.0

20.0

0.050

.050

.0St

orag

e Lan

es1

01

11

01

1Ta

per L

ength

(m)

7.57.5

7.57.5

Lane

Util.

Fac

tor1.0

00.9

50.9

51.0

00.9

51.0

01.0

00.9

50.9

51.0

00.9

51.0

0Pe

d Bike

Fac

tor0.9

90.9

90.9

90.9

50.9

91.0

00.9

90.9

3Fr

t0.9

640.8

500.9

890.8

50Flt

Pro

tected

0.950

0.950

0.950

0.950

Satd.

Flow

(pro

t)15

3031

410

1668

3535

1428

1668

3227

016

3535

3513

62Flt

Per

mitte

d0.2

280.3

440.1

210.3

00Sa

td. F

low (p

erm)

363

3141

059

835

3513

5921

032

270

510

3535

1273

Righ

t Tur

n on R

edYe

sYe

sYe

sYe

sSa

td. F

low (R

TOR)

4414

98

149

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)20

2.327

5.315

8.319

7.7Tr

avel

Time (

s)12

.116

.59.5

11.9

Confl

. Ped

s. (#

/hr)

3521

2135

5336

3653

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)9%

2%0%

0%1%

3%0%

2%0%

2%1%

8%Ad

j. Flow

(vph

)94

410

131

143

671

6927

358

246

131

836

141

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

9454

10

143

671

6927

362

80

131

836

141

Turn

Typ

epm

+pt

NApm

+pt

NAPe

rmpm

+pt

NApm

+pt

NAPe

rmPr

otecte

d Pha

ses

74

38

52

16

Perm

itted P

hase

s4

88

26

6De

tector

Pha

se7

43

88

52

16

6Sw

itch P

hase

Minim

um In

itial (s

)5.0

31.0

5.031

.031

.05.0

32.0

5.032

.032

.0Mi

nimum

Spli

t (s)

9.037

.09.0

37.0

37.0

9.038

.09.0

38.0

38.0

Total

Spli

t (s)

18.0

37.0

11.0

37.0

37.0

17.0

38.0

17.0

38.0

38.0

Total

Spli

t (%

)16

.4%33

.6%10

.0%33

.6%33

.6%15

.5%34

.5%15

.5%34

.5%34

.5%Ye

llow

Time (

s)3.0

4.03.0

4.04.0

3.04.0

3.04.0

4.0Al

l-Red

Tim

e (s)

1.02.0

1.02.0

2.01.0

2.01.0

2.02.0

Lost

Time A

djust

(s)0.0

-2.0

0.0-2

.0-2

.00.0

-2.0

0.0-2

.0-2

.0To

tal Lo

st Tim

e (s)

4.04.0

4.04.0

4.04.0

4.04.0

4.04.0

Lead

/Lag

Lead

Lag

Lead

Lag

Lag

Lead

Lag

Lead

Lag

Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

None

None

None

None

None

None

Max

None

Max

Max

Act E

ffct G

reen

(s)

44.9

35.7

40.9

35.3

35.3

49.5

36.9

44.1

34.0

34.0

Actua

ted g/

C Ra

tio0.4

20.3

40.3

90.3

30.3

30.4

70.3

50.4

20.3

20.3

2v/c

Rati

o0.3

60.5

00.4

80.5

70.1

20.9

90.5

60.4

10.7

40.2

8Co

ntrol

Delay

21.6

27.1

24.8

32.4

0.578

.630

.520

.236

.85.5

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

21.6

27.1

24.8

32.4

0.578

.630

.520

.236

.85.5

LOS

CC

CC

AE

CC

DA

Appr

oach

Dela

y26

.328

.745

.130

.9

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 10

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RAp

proa

ch LO

SC

CD

CQu

eue L

ength

50th

(m)

11.8

44.5

18.4

64.3

0.042

.256

.415

.483

.90.0

Queu

e Len

gth 95

th (m

)22

.160

.931

.588

.30.0

#104

.282

.328

.811

2.813

.0Int

erna

l Link

Dist

(m)

178.3

251.3

134.3

173.7

Turn

Bay

Leng

th (m

)13

0.060

.030

.020

.050

.050

.0Ba

se C

apac

ity (v

ph)

314

1215

301

1179

552

277

1131

365

1136

510

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

Redu

ced v

/c Ra

tio0.3

00.4

50.4

80.5

70.1

30.9

90.5

60.3

60.7

40.2

8

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 10

5.8Na

tural

Cycle

: 95

Contr

ol Ty

pe: A

ctuate

d-Un

coor

dinate

dMa

ximum

v/c R

atio:

0.99

Inter

secti

on S

ignal

Delay

: 33.1

Inter

secti

on LO

S: C

Inter

secti

on C

apac

ity U

tiliza

tion 9

0.5%

ICU

Leve

l of S

ervic

e EAn

alysis

Per

iod (m

in) 15

# 9

5th pe

rcenti

le vo

lume e

xcee

ds ca

pacit

y, qu

eue m

ay be

long

er.

Q

ueue

show

n is m

axim

um af

ter tw

o cyc

les.

Splits

and P

hase

s:

5: W

estm

ount

Road

& E

rb S

treet

Wes

t

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 11

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

356

26

2180

726

40

1836

173

Futur

e Volu

me (v

ph)

356

26

2180

726

40

1836

173

Ideal

Flow

(vphp

l)19

0016

5019

0019

0016

5019

0019

0015

5019

0019

0015

5019

00La

ne U

til. F

actor

0.95

0.95

0.95

0.95

0.95

0.95

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.998

0.995

0.890

0.910

Flt P

rotec

ted0.9

990.9

910.9

84Sa

td. F

low (p

rot)

030

340

030

340

013

520

013

730

Flt P

ermi

tted

0.999

0.991

0.984

Satd.

Flow

(per

m)0

3034

00

3034

00

1352

00

1373

0Lin

k Spe

ed (k

/h)60

6060

60Lin

k Dist

ance

(m)

275.3

150.2

112.8

132.3

Trav

el Tim

e (s)

16.5

9.06.8

7.9Co

nfl. P

eds.

(#/hr

)12

1111

125

33

5Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

0%2%

0%0%

1%20

%0%

0%0%

0%0%

0%Ad

j. Flow

(vph

)3

562

621

807

264

018

361

73Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)0

571

00

854

00

220

011

00

Sign

Con

trol

Free

Free

Stop

Stop

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 6

5.0%

ICU

Leve

l of S

ervic

e CAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 12

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

356

26

2180

726

40

1836

173

Futur

e Volu

me (V

eh/h)

356

26

2180

726

40

1836

173

Sign

Con

trol

Free

Free

Stop

Stop

Grad

e0%

0%0%

0%Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Hour

ly flo

w ra

te (vp

h)3

562

621

807

264

018

361

73Pe

destr

ians

53

1112

Lane

Widt

h (m)

3.53.5

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

1.21.2

Perce

nt Bl

ocka

ge0

01

1Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eNo

neNo

neMe

dian s

torag

e veh

)Up

strea

m sig

nal (m

)27

5pX

, plat

oon u

nbloc

ked

0.95

0.95

0.95

0.95

0.95

0.95

vC, c

onflic

ting v

olume

845

579

1106

1469

298

1182

1459

434

vC1,

stage

1 co

nf vo

lvC

2, sta

ge 2

conf

vol

vCu,

unblo

cked

vol

845

443

1000

1383

147

1080

1373

434

tC, s

ingle

(s)4.1

4.17.5

6.56.9

7.56.5

6.9tC

, 2 st

age (

s)tF

(s)

2.22.2

3.54.0

3.33.5

4.03.3

p0 qu

eue f

ree %

100

9897

100

9877

9987

cM ca

pacit

y (ve

h/h)

793

1058

157

132

824

155

134

568

Dire

ction

, Lan

e #EB

1EB

2W

B 1

WB

2NB

1SB

1Vo

lume T

otal

284

287

424

430

2211

0Vo

lume L

eft3

021

04

36Vo

lume R

ight

06

026

1873

cSH

793

1700

1058

1700

465

299

Volum

e to C

apac

ity0.0

00.1

70.0

20.2

50.0

50.3

7Qu

eue L

ength

95th

(m)

0.10.0

0.50.0

1.213

.1Co

ntrol

Delay

(s)

0.10.0

0.60.0

13.1

23.9

Lane

LOS

AA

BC

Appr

oach

Dela

y (s)

0.10.3

13.1

23.9

Appr

oach

LOS

BC

Inter

secti

on S

umma

ryAv

erag

e Dela

y 2.1

Inter

secti

on C

apac

ity U

tiliza

tion

65.0%

ICU

Leve

l of S

ervic

e C

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 13

Lane

Gro

upEB

LEB

RNB

LNB

TSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

411

312

75

3Fu

ture V

olume

(vph

)4

113

127

53

Ideal

Flow

(vphp

l)17

6519

0019

0016

5016

5019

00La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.870

0.949

Flt P

rotec

ted0.9

980.9

69Sa

td. F

low (p

rot)

1515

00

1428

1548

0Flt

Per

mitte

d0.9

980.9

69Sa

td. F

low (p

erm)

1515

00

1428

1548

0Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)56

.113

2.361

.8Tr

avel

Time (

s)3.4

7.93.7

Confl

. Ped

s. (#

/hr)

83

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

0%17

%0%

0%0%

Adj. F

low (v

ph)

411

312

75

3Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)11

70

019

80

Sign

Con

trol

Stop

Free

Free

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 2

3.1%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 14

Move

ment

EBL

EBR

NBL

NBT

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

411

312

75

3Fu

ture V

olume

(Veh

/h)4

113

127

53

Sign

Con

trol

Stop

Free

Free

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

411

312

75

3Pe

destr

ians

38

Lane

Widt

h (m)

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

Perce

nt Bl

ocka

ge0

1Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eNo

neNo

neMe

dian s

torag

e veh

)Up

strea

m sig

nal (m

)pX

, plat

oon u

nbloc

ked

vC, c

onflic

ting v

olume

4610

8vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l46

108

tC, s

ingle

(s)6.4

6.24.3

tC, 2

stag

e (s)

tF (s

)3.5

3.32.4

p0 qu

eue f

ree %

100

8999

cM ca

pacit

y (ve

h/h)

956

1075

1519

Dire

ction

, Lan

e #EB

1NB

1SB

1Vo

lume T

otal

117

198

Volum

e Left

412

0Vo

lume R

ight

113

03

cSH

1071

1519

1700

Volum

e to C

apac

ity0.1

10.0

10.0

0Qu

eue L

ength

95th

(m)

2.90.2

0.0Co

ntrol

Delay

(s)

8.84.7

0.0La

ne LO

SA

AAp

proa

ch D

elay (

s)8.8

4.70.0

Appr

oach

LOS

A

Inter

secti

on S

umma

ryAv

erag

e Dela

y 7.7

Inter

secti

on C

apac

ity U

tiliza

tion

23.1%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15



Appendix C Internal Capture

Internal Capture

AM Peak Hour

Appendix CWestmount Place Mixed-Use Development TIS

180289

Internal Capture

PM Peak Hour

Appendix CWestmount Place Mixed-Use Development TIS

180289



Appendix D New and Pass-by Trip Assignments

Trip Assignment without PassbyAM Peak Hour

Appendix DWestmount Place Mixed-Use Development TIS180289


Driveway B


0

0 0

16 0

12 0

15 109

10 0 7 5 20 5 0 0

26 0 38

4 0

22 12 20 20 0 20 20

9 14 27 27 10 26

104 16

7 16 22Erb Street West

2 2 5 6

17 0

9 17 108

25 16 3131 0

0D

ietz

Ave

nue

Nor

th

Wes

tmou

nt R

oad

9 108

25 31

Dri

vew

ay E

0

0 0 0 25

108

0 9 38 31

0 0 31 108

0

Private Driveway

0 0 6

29

0 0

0

29 0

6

29

6 0

29

6 0

0

0 0

0

0

0

Wes

tmou

nt R

oad

6

Dri

vew

ay A 7

29 4

6

29

0 0 29 0 7 4

0

0 0 7 7 0 0

0

0 0 4 4 0

13

33

Westcourt Place

0 6 7

4

0

Trip Assignment without PassbyPM Peak Hour



Driveway B


0

0 0

5 0

4 0

12 56

10 0 2 2 15 3 0 0

63 0 71

11 0

16 6 15 15 0 15 15

34 4 45 45 24 63

53

19

28 39 52Erb Street West

6 1 3 13

21 0

10 21 64

21 39 3131 0

0D

ietz

Ave

nue

Nor

th

Wes

tmou

nt R

oad

10 64

21 31

Dri

vew

ay E

0

0 0 0 21

64

0 10 19 31

0 0 31 64

0

Private Driveway

0 0 10

9

0 0

0

9 0

10

9

10 0

9

10 0

0

0 0

0

4

0

Wes

tmou

nt R

oad

10

Dri

vew

ay A

23

9 7

10

9

0 0 8 1 18 3

6

0 0 19 19 1 5

1

0 1 4 4 5

27

11

Westcourt Place

0 9 18

3

0

Passby Trip AssignmentAM Peak Hour



Driveway B


Erb Street West

0 0

0 0

0

0 0

0 0 0 0 0

0 0 0 0

0 0 0

0 0 0

0D

ietz

Ave

nue

Nor

th

Wes

tmou

nt R

oad

0 0

0 0

Dri

vew

ay E

0 0 0

0 0 0 0

0 0 0 0

Private Driveway

0 0

0

0 0

0

0

0 0

0

0

Westcourt Place

0

0 0

0

0 0

0

Wes

tmou

nt R

oad

0

Dri

vew

ay A 0

0 0

0

0

0

0

0 0 0 0

0 0 0

Passby Trip AssignmentPM Peak Hour



Driveway B


Erb Street West

0

0

0 0 0 0

0 0 0 0

Westcourt Place

0 0

0

0 0

0

Wes

tmou

nt R

oad

0

Dri

vew

ay A 0

0 0

0

00 0

0

0

0 0

0 0

Private Driveway -2

5

25

20

0

-20

20

0 25 45 0

0 0 45 0

0 0 0

0 0 0

0D

ietz

Ave

nue

Nor

th

Wes

tmou

nt R

oad

0 0

0 0

Dri

vew

ay E

0 0

0 0 0 0 0

0 0 0 0

0 0

0 0

0



Appendix E 2031 Background Traffic Operational Conditions

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 1

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

3317

1942

517

57

904

9423

476

35

Futur

e Volu

me (v

ph)

3317

1942

517

57

904

9423

476

35

Ideal

Flow

(vphp

l)19

0015

5019

0019

0016

5017

5017

7517

7519

0017

7517

7519

00St

orag

e Len

gth (m

)0.0

0.070

.00.0

12.0

0.040

.00.0

Stor

age L

anes

00

01

10

10

Tape

r Len

gth (m

)0.0

7.57.5

7.5La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

0.95

0.95

1.00

0.95

0.95

Ped B

ike F

actor

0.99

0.98

0.98

0.99

1.00

1.00

1.00

Frt

0.963

0.850

0.986

0.999

Flt P

rotec

ted0.9

770.9

570.9

500.9

50Sa

td. F

low (p

rot)

013

830

015

6214

4214

6331

470

1635

3199

0Flt

Per

mitte

d0.8

310.7

030.3

610.2

04Sa

td. F

low (p

erm)

011

740

011

3014

1955

031

470

351

3199

0Ri

ght T

urn o

n Red

Yes

Yes

Yes

Yes

Satd.

Flow

(RTO

R)19

175

111

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)61

.210

0.863

.690

.2Tr

avel

Time (

s)3.7

6.03.8

5.4Co

nfl. P

eds.

(#/hr

)4

1818

420

77

20Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

0%7%

6%0%

0%2%

14%

4%6%

2%4%

20%

Adj. F

low (v

ph)

3317

1942

517

57

904

9423

476

35

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

069

00

4717

57

998

023

476

80

Turn

Typ

ePe

rmNA

pm+p

tNA

Perm

Perm

NApm

+pt

NAPr

otecte

d Pha

ses

43

82

16

Perm

itted P

hase

s4

88

26

Detec

tor P

hase

44

38

82

21

6Sw

itch P

hase

Minim

um In

itial (s

)8.0

8.05.0

8.08.0

38.0

38.0

5.038

.0Mi

nimum

Spli

t (s)

41.8

41.8

9.041

.841

.844

.044

.09.0

44.0

Total

Spli

t (s)

41.8

41.8

11.0

41.8

41.8

44.0

44.0

13.2

44.0

Total

Spli

t (%

)38

.0%38

.0%10

.0%38

.0%38

.0%40

.0%40

.0%12

.0%40

.0%Ye

llow

Time (

s)4.0

4.03.0

4.04.0

4.04.0

3.04.0

All-R

ed T

ime (

s)2.0

2.01.0

2.02.0

2.02.0

1.02.0

Lost

Time A

djust

(s)-2

.0-2

.0-2

.0-2

.0-2

.00.0

-2.0

Total

Lost

Time (

s)4.0

4.04.0

4.04.0

4.04.0

Lead

/Lag

Lag

Lag

Lead

Lag

Lag

Lead

Lead

-Lag

Opti

mize

?Re

call M

ode

None

None

None

None

None

C-Ma

xC-

Max

None

C-Ma

xAc

t Effc

t Gre

en (s

)12

.712

.712

.763

.763

.789

.389

.3Ac

tuated

g/C

Ratio

0.12

0.12

0.12

0.58

0.58

0.81

0.81

v/c R

atio

0.45

0.36

0.55

0.02

0.55

0.44

0.30

Contr

ol De

lay43

.151

.913

.411

.415

.85.2

3.1Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

43.1

51.9

13.4

11.4

15.8

5.23.1

LOS

DD

BB

BA

AAp

proa

ch D

elay

43.1

21.5

15.8

3.6

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 2

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RAp

proa

ch LO

SD

CB

AQu

eue L

ength

50th

(m)

10.7

10.0

0.00.6

64.3

8.516

.3Qu

eue L

ength

95th

(m)

24.3

21.3

19.4

3.196

.918

.629

.5Int

erna

l Link

Dist

(m)

37.2

76.8

39.6

66.2

Turn

Bay

Leng

th (m

)12

.040

.0Ba

se C

apac

ity (v

ph)

415

501

726

318

1828

536

2597

Star

vatio

n Cap

Red

uctn

00

00

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

0Re

duce

d v/c

Ratio

0.17

0.09

0.24

0.02

0.55

0.44

0.30

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 11

0Of

fset: 6

9.3 (6

3%),

Refer

ence

d to p

hase

2:NB

TL an

d 6:S

BTL,

Star

t of G

reen

Natur

al Cy

cle: 1

05Co

ntrol

Type

: Actu

ated-

Coor

dinate

dMa

ximum

v/c R

atio:

0.55

Inter

secti

on S

ignal

Delay

: 11.8

Inter

secti

on LO

S: B

Inter

secti

on C

apac

ity U

tiliza

tion 9

1.1%

ICU

Leve

l of S

ervic

e FAn

alysis

Per

iod (m

in) 15

Splits

and P

hase

s:

1: W

estm

ount

Road

& W

estco

urt P

lace/F

ather

Dav

id Ba

uer D

rive

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 3

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

312

3221

221

47

Futur

e Volu

me (v

ph)

312

3221

221

47

Ideal

Flow

(vphp

l)16

5019

0017

7519

0017

7517

50St

orag

e Len

gth (m

)0.0

80.0

0.00.0

Stor

age L

anes

01

11

Tape

r Len

gth (m

)7.5

0.0La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.987

0.850

Flt P

rotec

ted0.9

500.9

50Sa

td. F

low (p

rot)

1559

016

6818

4216

6814

71Flt

Per

mitte

d0.9

500.9

50Sa

td. F

low (p

erm)

1559

016

6818

4216

6814

71Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)10

0.899

.292

.1Tr

avel

Time (

s)6.0

6.05.5

Confl

. Ped

s. (#

/hr)

1313

7Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

3%6%

0%2%

0%0%

Adj. F

low (v

ph)

312

3221

221

47

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

344

021

221

47

Sign

Con

trol

Free

Free

Stop

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 3

1.3%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 4

Move

ment

EBT

EBR

WBL

WBT

NBL

NBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

312

3221

221

47

Futur

e Volu

me (V

eh/h)

312

3221

221

47

Sign

Con

trol

Free

Free

Stop

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

312

3221

221

47

Pede

strian

s7

13La

ne W

idth (

m)3.5

3.5W

alking

Spe

ed (m

/s)1.2

1.2Pe

rcent

Bloc

kage

11

Righ

t turn

flare

(veh

)Me

dian t

ype

None

None

Media

n stor

age v

eh)

Upstr

eam

signa

l (m)

101

pX, p

latoo

n unb

locke

d0.9

80.9

80.9

8vC

, con

flictin

g volu

me35

761

134

1vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l33

059

031

4tC

, sing

le (s)

4.16.4

6.2tC

, 2 st

age (

s)tF

(s)

2.23.5

3.3p0

queu

e fre

e %98

9999

cM ca

pacit

y (ve

h/h)

1199

447

707

Dire

ction

, Lan

e #EB

1W

B 1

WB

2NB

1NB

2Vo

lume T

otal

344

2122

14

7Vo

lume L

eft0

210

40

Volum

e Righ

t32

00

07

cSH

1700

1199

1700

447

707

Volum

e to C

apac

ity0.2

00.0

20.1

30.0

10.0

1Qu

eue L

ength

95th

(m)

0.00.4

0.00.2

0.2Co

ntrol

Delay

(s)

0.08.1

0.013

.110

.1La

ne LO

SA

BB

Appr

oach

Dela

y (s)

0.00.7

11.2

Appr

oach

LOS

B

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.5

Inter

secti

on C

apac

ity U

tiliza

tion

31.3%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 5

Lane

Gro

upW

BLW

BRNB

TNB

RSB

LSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

217

993

1117

813

Futur

e Volu

me (v

ph)

217

993

1117

813

Ideal

Flow

(vphp

l)17

7517

5017

7519

0017

7519

00St

orag

e Len

gth (m

)0.0

0.00.0

13.0

Stor

age L

anes

11

01

Tape

r Len

gth (m

)0.0

7.5La

ne U

til. F

actor

1.00

1.00

0.95

0.95

1.00

0.95

Ped B

ike F

actor

Frt

0.850

0.998

Flt P

rotec

ted0.9

500.9

50Sa

td. F

low (p

rot)

1668

1388

3196

016

6834

33Flt

Per

mitte

d0.9

500.9

50Sa

td. F

low (p

erm)

1668

1388

3196

016

6834

33Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)46

.913

4.663

.6Tr

avel

Time (

s)2.8

8.13.8

Confl

. Ped

s. (#

/hr)

77

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

6%4%

18%

0%4%

Adj. F

low (v

ph)

217

993

1117

813

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

217

1004

017

813

Sign

Con

trol

Stop

Free

Free

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 3

9.8%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 6

Move

ment

WBL

WBR

NBT

NBR

SBL

SBT

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

217

993

1117

813

Futur

e Volu

me (V

eh/h)

217

993

1117

813

Sign

Con

trol

Stop

Free

Free

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

217

993

1117

813

Pede

strian

s7

Lane

Widt

h (m)

3.5W

alking

Spe

ed (m

/s)1.2

Perce

nt Bl

ocka

ge1

Righ

t turn

flare

(veh

)Me

dian t

ype

TWLT

LNo

neMe

dian s

torag

e veh

)2

Upstr

eam

signa

l (m)

332

64pX

, plat

oon u

nbloc

ked

0.81

0.79

0.79

vC, c

onflic

ting v

olume

1446

509

1011

vC1,

stage

1 co

nf vo

l10

06vC

2, sta

ge 2

conf

vol

440

vCu,

unblo

cked

vol

790

047

0tC

, sing

le (s)

6.87.0

4.1tC

, 2 st

age (

s)5.8

tF (s

)3.5

3.42.2

p0 qu

eue f

ree %

100

9898

cM ca

pacit

y (ve

h/h)

433

838

862

Dire

ction

, Lan

e #W

B 1

WB

2NB

1NB

2SB

1SB

2SB

3Vo

lume T

otal

217

662

342

1740

640

6Vo

lume L

eft2

00

017

00

Volum

e Righ

t0

170

110

00

cSH

433

838

1700

1700

862

1700

1700

Volum

e to C

apac

ity0.0

00.0

20.3

90.2

00.0

20.2

40.2

4Qu

eue L

ength

95th

(m)

0.10.5

0.00.0

0.50.0

0.0Co

ntrol

Delay

(s)

13.4

9.40.0

0.09.3

0.00.0

Lane

LOS

BA

AAp

proa

ch D

elay (

s)9.8

0.00.2

Appr

oach

LOS

A

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.2

Inter

secti

on C

apac

ity U

tiliza

tion

39.8%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 7

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

70

417

014

198

911

836

793

2Fu

ture V

olume

(vph

)7

04

170

141

989

118

3679

32

Ideal

Flow

(vphp

l)19

0019

0019

0017

7519

0017

5019

0017

7519

0017

7519

0019

00St

orag

e Len

gth (m

)0.0

0.00.0

0.025

.00.0

30.0

0.0St

orag

e Lan

es0

01

01

01

0Ta

per L

ength

(m)

0.00.0

7.57.5

Lane

Util.

Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

00.9

50.9

51.0

00.9

50.9

5Pe

d Bike

Fac

torFr

t0.9

510.8

500.9

84Flt

Pro

tected

0.969

0.950

0.950

0.950

Satd.

Flow

(pro

t)0

1731

016

6812

380

1785

3165

016

1934

330

Flt P

ermi

tted

0.969

0.950

0.950

0.950

Satd.

Flow

(per

m)0

1731

016

6812

380

1785

3165

016

1934

330

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)57

.560

.419

7.713

4.6Tr

avel

Time (

s)3.5

3.611

.98.1

Confl

. Ped

s. (#

/hr)

55

611

116

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

0%0%

0%0%

29%

0%4%

1%3%

4%0%

Adj. F

low (v

ph)

70

417

014

198

911

836

793

2Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)0

110

1714

01

1107

036

795

0Si

gn C

ontro

lSt

opSt

opFr

eeFr

ee

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 4

6.9%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 8

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

70

417

014

198

911

836

793

2Fu

ture V

olume

(Veh

/h)7

04

170

141

989

118

3679

32

Sign

Con

trol

Stop

Stop

Free

Free

Grad

e0%

0%0%

0%Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Hour

ly flo

w ra

te (vp

h)7

04

170

141

989

118

3679

32

Pede

strian

s6

115

Lane

Widt

h (m)

3.53.5

3.5W

alking

Spe

ed (m

/s)1.2

1.21.2

Perce

nt Bl

ocka

ge0

10

Righ

t turn

flare

(veh

)Me

dian t

ype

None

TWLT

LMe

dian s

torag

e veh

)2

Upstr

eam

signa

l (m)

198

198

pX, p

latoo

n unb

locke

d0.7

70.7

70.9

70.7

70.7

70.7

50.9

70.7

5vC

, con

flictin

g volu

me13

8819

9240

415

3419

3457

080

111

18vC

1, sta

ge 1

conf

vol

872

872

1061

1061

vC2,

stage

2 co

nf vo

l51

611

2047

287

3vC

u, un

block

ed vo

l69

314

8331

288

414

070

723

486

tC, s

ingle

(s)7.5

6.56.9

7.56.5

7.54.1

4.2tC

, 2 st

age (

s)6.5

5.56.5

5.5tF

(s)

3.54.0

3.33.5

4.03.6

2.22.2

p0 qu

eue f

ree %

9810

099

9510

098

100

95cM

capa

city (

veh/h

)31

227

166

337

429

374

185

479

1

Dire

ction

, Lan

e #EB

1W

B 1

WB

2NB

1NB

2NB

3SB

1SB

2SB

3Vo

lume T

otal

1117

141

659

448

3652

926

6Vo

lume L

eft7

170

10

036

00

Volum

e Righ

t4

014

00

118

00

2cS

H38

637

474

185

417

0017

0079

117

0017

00Vo

lume t

o Cap

acity

0.03

0.05

0.02

0.00

0.39

0.26

0.05

0.31

0.16

Queu

e Len

gth 95

th (m

)0.7

1.10.5

0.00.0

0.01.1

0.00.0

Contr

ol De

lay (s

)14

.615

.110

.09.2

0.00.0

9.80.0

0.0La

ne LO

SB

CA

AA

Appr

oach

Dela

y (s)

14.6

12.8

0.00.4

Appr

oach

LOS

BB

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.5

Inter

secti

on C

apac

ity U

tiliza

tion

46.9%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 9

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

174

926

297

7026

710

513

884

968

126

556

60Fu

ture V

olume

(vph

)17

492

629

770

267

105

138

849

6812

655

660

Ideal

Flow

(vphp

l)17

7517

7519

0017

7519

0017

5017

7517

7519

0017

7519

0017

50St

orag

e Len

gth (m

)13

0.00.0

60.0

30.0

20.0

0.055

.050

.0St

orag

e Lan

es1

01

11

01

1Ta

per L

ength

(m)

7.57.5

7.57.5

Lane

Util.

Fac

tor1.0

00.9

50.9

51.0

00.9

51.0

01.0

00.9

50.9

51.0

00.9

51.0

0Pe

d Bike

Fac

tor0.9

80.9

91.0

00.9

60.9

91.0

00.9

90.9

5Fr

t0.9

640.8

500.9

890.8

50Flt

Pro

tected

0.950

0.950

0.950

0.950

Satd.

Flow

(pro

t)15

5831

370

1635

3368

1428

1619

3228

016

1934

6611

96Flt

Per

mitte

d0.5

090.1

020.3

040.1

21Sa

td. F

low (p

erm)

818

3137

017

533

6813

6651

132

280

205

3466

1142

Righ

t Tur

n on R

edYe

sYe

sYe

sYe

sSa

td. F

low (R

TOR)

4810

98

109

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)20

2.327

5.315

8.319

7.7Tr

avel

Time (

s)12

.116

.59.5

11.9

Confl

. Ped

s. (#

/hr)

3217

1732

3331

3133

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)7%

2%1%

2%6%

3%3%

2%0%

3%3%

23%

Adj. F

low (v

ph)

174

926

297

7026

710

513

884

968

126

556

60Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)17

412

230

7026

710

513

891

70

126

556

60Tu

rn T

ype

pm+p

tNA

pm+p

tNA

Perm

pm+p

tNA

pm+p

tNA

Perm

Prote

cted P

hase

s7

43

85

21

6Pe

rmitte

d Pha

ses

48

82

66

Detec

tor P

hase

74

38

85

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

5.033

.05.0

33.0

33.0

5.032

.05.0

32.0

32.0

Minim

um S

plit (

s)9.0

39.0

9.039

.039

.09.0

38.0

9.038

.038

.0To

tal S

plit (

s)13

.050

.09.0

46.0

46.0

12.0

39.0

12.0

39.0

39.0

Total

Spli

t (%

)11

.8%45

.5%8.2

%41

.8%41

.8%10

.9%35

.5%10

.9%35

.5%35

.5%Ye

llow

Time (

s)3.0

4.03.0

4.04.0

3.04.0

3.04.0

4.0Al

l-Red

Tim

e (s)

1.02.0

1.02.0

2.01.0

2.01.0

2.02.0

Lost

Time A

djust

(s)0.0

-2.0

0.0-2

.0-2

.00.0

-2.0

0.0-2

.0-2

.0To

tal Lo

st Tim

e (s)

4.04.0

4.04.0

4.04.0

4.04.0

4.04.0

Lead

/Lag

Lead

Lag

Lead

Lag

Lag

Lead

Lag

Lead

Lag

Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

None

None

None

None

None

None

Max

None

Max

Max

Act E

ffct G

reen

(s)

53.5

46.4

45.5

40.5

40.5

42.9

35.0

42.9

35.0

35.0

Actua

ted g/

C Ra

tio0.4

90.4

30.4

20.3

70.3

70.4

00.3

20.4

00.3

20.3

2v/c

Rati

o0.3

80.8

90.5

00.2

10.1

80.4

90.8

80.6

90.5

00.1

4Co

ntrol

Delay

18.2

37.8

27.4

23.5

4.826

.445

.440

.731

.81.3

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

18.2

37.8

27.4

23.5

4.826

.445

.440

.731

.81.3

LOS

BD

CC

AC

DD

CA

Appr

oach

Dela

y35

.419

.742

.930

.8

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 10

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RAp

proa

ch LO

SD

BD

CQu

eue L

ength

50th

(m)

21.4

130.1

8.021

.00.0

19.1

102.4

17.3

53.4

0.0Qu

eue L

ength

95th

(m)

35.3

#177

.015

.930

.910

.532

.9#1

39.8

#39.7

70.7

1.7Int

erna

l Link

Dist

(m)

178.3

251.3

134.3

173.7

Turn

Bay

Leng

th (m

)13

0.060

.030

.020

.055

.050

.0Ba

se C

apac

ity (v

ph)

465

1370

141

1305

595

284

1048

185

1120

442

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

Redu

ced v

/c Ra

tio0.3

70.8

90.5

00.2

00.1

80.4

90.8

80.6

80.5

00.1

4

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 10

8.4Na

tural

Cycle

: 95

Contr

ol Ty

pe: A

ctuate

d-Un

coor

dinate

dMa

ximum

v/c R

atio:

0.89

Inter

secti

on S

ignal

Delay

: 34.7

Inter

secti

on LO

S: C

Inter

secti

on C

apac

ity U

tiliza

tion 9

0.6%

ICU

Leve

l of S

ervic

e EAn

alysis

Per

iod (m

in) 15

# 9

5th pe

rcenti

le vo

lume e

xcee

ds ca

pacit

y, qu

eue m

ay be

long

er.

Q

ueue

show

n is m

axim

um af

ter tw

o cyc

les.

Splits

and P

hase

s:

5: W

estm

ount

Road

& E

rb S

treet

Wes

t

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 11

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

3810

7619

440

858

33

1710

114

Futur

e Volu

me (v

ph)

3810

7619

440

858

33

1710

114

Ideal

Flow

(vphp

l)19

0016

5019

0019

0016

5019

0019

0015

5019

0019

0015

5019

00La

ne U

til. F

actor

0.95

0.95

0.95

0.95

0.95

0.95

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.997

0.981

0.900

0.924

Flt P

rotec

ted0.9

980.9

940.9

80Sa

td. F

low (p

rot)

030

270

028

940

013

710

013

880

Flt P

ermi

tted

0.998

0.994

0.980

Satd.

Flow

(per

m)0

3027

00

2894

00

1371

00

1388

0Lin

k Spe

ed (k

/h)60

6060

60Lin

k Dist

ance

(m)

275.3

150.2

112.8

132.3

Trav

el Tim

e (s)

16.5

9.06.8

7.9Co

nfl. P

eds.

(#/hr

)13

11

137

55

7Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

0%2%

0%0%

5%6%

0%0%

0%0%

0%0%

Adj. F

low (v

ph)

3810

7619

440

858

33

1710

114

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

011

330

047

00

023

00

250

Sign

Con

trol

Free

Free

Stop

Stop

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 6

8.1%

ICU

Leve

l of S

ervic

e CAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 12

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

3810

7619

440

858

33

1710

114

Futur

e Volu

me (V

eh/h)

3810

7619

440

858

33

1710

114

Sign

Con

trol

Free

Free

Stop

Stop

Grad

e0%

0%0%

0%Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Hour

ly flo

w ra

te (vp

h)38

1076

194

408

583

317

101

14Pe

destr

ians

75

113

Lane

Widt

h (m)

3.53.5

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

1.21.2

Perce

nt Bl

ocka

ge1

00

1Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eNo

neNo

neMe

dian s

torag

e veh

)Up

strea

m sig

nal (m

)27

5pX

, plat

oon u

nbloc

ked

0.70

0.70

0.70

0.70

0.70

0.70

vC, c

onflic

ting v

olume

479

1096

1396

1650

554

1096

1630

253

vC1,

stage

1 co

nf vo

lvC

2, sta

ge 2

conf

vol

vCu,

unblo

cked

vol

479

280

708

1071

027

910

4325

3tC

, sing

le (s)

4.14.1

7.56.5

6.97.5

6.56.9

tC, 2

stag

e (s)

tF (s

)2.2

2.23.5

4.03.3

3.54.0

3.3p0

queu

e fre

e %96

100

9998

9898

9998

cM ca

pacit

y (ve

h/h)

1082

905

212

148

760

419

154

740

Dire

ction

, Lan

e #EB

1EB

2W

B 1

WB

2NB

1SB

1Vo

lume T

otal

576

557

208

262

2325

Volum

e Left

380

40

310

Volum

e Righ

t0

190

5817

14cS

H10

8217

0090

517

0040

550

8Vo

lume t

o Cap

acity

0.04

0.33

0.00

0.15

0.06

0.05

Queu

e Len

gth 95

th (m

)0.9

0.00.1

0.01.4

1.2Co

ntrol

Delay

(s)

1.00.0

0.20.0

14.4

12.5

Lane

LOS

AA

BB

Appr

oach

Dela

y (s)

0.50.1

14.4

12.5

Appr

oach

LOS

BB

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.8

Inter

secti

on C

apac

ity U

tiliza

tion

68.1%

ICU

Leve

l of S

ervic

e C

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 13

Lane

Gro

upEB

LEB

RNB

LNB

TSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

113

985

12

Futur

e Volu

me (v

ph)

113

985

12

Ideal

Flow

(vphp

l)17

6519

0019

0016

5016

5019

00La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.875

0.910

Flt P

rotec

ted0.9

960.9

55Sa

td. F

low (p

rot)

1521

00

1515

1485

0Flt

Per

mitte

d0.9

960.9

55Sa

td. F

low (p

erm)

1521

00

1515

1485

0Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)56

.113

2.361

.8Tr

avel

Time (

s)3.4

7.93.7

Confl

. Ped

s. (#

/hr)

122

88

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

0%3%

0%0%

0%Ad

j. Flow

(vph

)1

1398

51

2Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)14

00

103

30

Sign

Con

trol

Stop

Free

Free

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 2

3.9%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 14

Move

ment

EBL

EBR

NBL

NBT

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

113

985

12

Futur

e Volu

me (V

eh/h)

113

985

12

Sign

Con

trol

Stop

Free

Free

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

113

985

12

Pede

strian

s8

212

Lane

Widt

h (m)

3.53.5

3.5W

alking

Spe

ed (m

/s)1.2

1.21.2

Perce

nt Bl

ocka

ge1

01

Righ

t turn

flare

(veh

)Me

dian t

ype

None

None

Media

n stor

age v

eh)

Upstr

eam

signa

l (m)

pX, p

latoo

n unb

locke

dvC

, con

flictin

g volu

me22

312

11vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l22

312

11tC

, sing

le (s)

6.46.2

4.1tC

, 2 st

age (

s)tF

(s)

3.53.3

2.2p0

queu

e fre

e %10

099

94cM

capa

city (

veh/h

)71

110

6615

91

Dire

ction

, Lan

e #EB

1NB

1SB

1Vo

lume T

otal

1410

33

Volum

e Left

198

0Vo

lume R

ight

130

2cS

H10

2915

9117

00Vo

lume t

o Cap

acity

0.01

0.06

0.00

Queu

e Len

gth 95

th (m

)0.3

1.60.0

Contr

ol De

lay (s

)8.5

7.10.0

Lane

LOS

AA

Appr

oach

Dela

y (s)

8.57.1

0.0Ap

proa

ch LO

SA

Inter

secti

on S

umma

ryAv

erag

e Dela

y 7.1

Inter

secti

on C

apac

ity U

tiliza

tion

23.9%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 1

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

154

2173

1427

918

856

8117

011

5228

Futur

e Volu

me (v

ph)

154

2173

1427

918

856

8117

011

5228

Ideal

Flow

(vphp

l)19

0015

5019

0019

0016

5017

5017

7517

7519

0017

7517

7519

00St

orag

e Len

gth (m

)0.0

0.070

.00.0

12.0

0.040

.00.0

Stor

age L

anes

00

01

10

10

Tape

r Len

gth (m

)0.0

7.57.5

7.5La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

0.95

0.95

1.00

0.95

0.95

Ped B

ike F

actor

0.96

0.95

0.98

1.00

0.99

0.99

1.00

Frt

0.929

0.850

0.987

0.996

Flt P

rotec

ted0.9

820.9

600.9

500.9

50Sa

td. F

low (p

rot)

013

440

015

6614

7116

6831

690

1651

3254

0Flt

Per

mitte

d0.8

810.7

880.2

390.2

44Sa

td. F

low (p

erm)

012

030

012

2314

4641

831

690

419

3254

0Ri

ght T

urn o

n Red

Yes

Yes

Yes

Yes

Satd.

Flow

(RTO

R)21

238

103

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)61

.210

0.863

.690

.2Tr

avel

Time (

s)3.7

6.03.8

5.4Co

nfl. P

eds.

(#/hr

)5

6262

520

4747

20Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

0%0%

0%0%

0%0%

0%3%

4%1%

2%0%

Adj. F

low (v

ph)

154

2173

1427

918

856

8117

011

5228

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

040

00

8727

918

937

017

011

800

Turn

Typ

ePe

rmNA

pm+p

tNA

Perm

Perm

NApm

+pt

NAPr

otecte

d Pha

ses

43

82

16

Perm

itted P

hase

s4

88

26

Detec

tor P

hase

44

38

82

21

6Sw

itch P

hase

Minim

um In

itial (s

)8.0

8.05.0

8.08.0

38.0

38.0

5.038

.0Mi

nimum

Spli

t (s)

41.8

41.8

9.041

.841

.844

.044

.09.0

44.0

Total

Spli

t (s)

41.8

41.8

11.0

41.8

41.8

44.0

44.0

13.2

44.0

Total

Spli

t (%

)38

.0%38

.0%10

.0%38

.0%38

.0%40

.0%40

.0%12

.0%40

.0%Ye

llow

Time (

s)4.0

4.03.0

4.04.0

4.04.0

3.04.0

All-R

ed T

ime (

s)2.0

2.01.0

2.02.0

2.02.0

1.02.0

Lost

Time A

djust

(s)-2

.0-2

.0-2

.0-2

.0-2

.00.0

-2.0

Total

Lost

Time (

s)4.0

4.04.0

4.04.0

4.04.0

Lead

/Lag

Lag

Lag

Lead

Lag

Lag

Lead

Lead

-Lag

Opti

mize

?Re

call M

ode

None

None

None

None

None

C-Ma

xC-

Max

None

C-Ma

xAc

t Effc

t Gre

en (s

)15

.615

.615

.671

.071

.086

.486

.4Ac

tuated

g/C

Ratio

0.14

0.14

0.14

0.65

0.65

0.79

0.79

v/c R

atio

0.21

0.50

0.68

0.07

0.46

0.37

0.46

Contr

ol De

lay25

.452

.417

.611

.011

.85.8

5.1Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

25.4

52.4

17.6

11.0

11.8

5.85.1

LOS

CD

BB

BA

AAp

proa

ch D

elay

25.4

25.9

11.8

5.2

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 2

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RAp

proa

ch LO

SC

CB

AQu

eue L

ength

50th

(m)

3.818

.58.3

1.449

.87.3

37.3

Queu

e Len

gth 95

th (m

)13

.332

.934

.05.9

87.3

17.0

65.9

Inter

nal L

ink D

ist (m

)37

.276

.839

.666

.2Tu

rn B

ay Le

ngth

(m)

12.0

40.0

Base

Cap

acity

(vph

)42

754

277

326

920

4846

125

55St

arva

tion C

ap R

educ

tn0

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

Redu

ced v

/c Ra

tio0.0

90.1

60.3

60.0

70.4

60.3

70.4

6

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 11

0Of

fset: 6

9.3 (6

3%),

Refer

ence

d to p

hase

2:NB

TL an

d 6:S

BTL,

Star

t of G

reen

Natur

al Cy

cle: 1

05Co

ntrol

Type

: Actu

ated-

Coor

dinate

dMa

ximum

v/c R

atio:

0.68

Inter

secti

on S

ignal

Delay

: 10.6

Inter

secti

on LO

S: B

Inter

secti

on C

apac

ity U

tiliza

tion 1

01.6%

ICU

Leve

l of S

ervic

e GAn

alysis

Per

iod (m

in) 15

Splits

and P

hase

s:

1: W

estm

ount

Road

& W

estco

urt P

lace/F

ather

Dav

id Ba

uer D

rive

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 3

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

276

139

355

1513

Futur

e Volu

me (v

ph)

276

139

355

1513

Ideal

Flow

(vphp

l)16

5019

0017

7519

0017

7517

50St

orag

e Len

gth (m

)0.0

80.0

0.00.0

Stor

age L

anes

01

11

Tape

r Len

gth (m

)7.5

0.0La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.994

0.850

Flt P

rotec

ted0.9

500.9

50Sa

td. F

low (p

rot)

1586

016

6818

7916

6814

71Flt

Per

mitte

d0.9

500.9

50Sa

td. F

low (p

erm)

1586

016

6818

7916

6814

71Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)10

0.899

.292

.1Tr

avel

Time (

s)6.0

6.05.5

Confl

. Ped

s. (#

/hr)

88

13

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)2%

8%0%

0%0%

0%Ad

j. Flow

(vph

)27

613

935

515

13Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)28

90

935

515

13Si

gn C

ontro

lFr

eeFr

eeSt

op

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 2

9.6%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 4

Move

ment

EBT

EBR

WBL

WBT

NBL

NBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

276

139

355

1513

Futur

e Volu

me (V

eh/h)

276

139

355

1513

Sign

Con

trol

Free

Free

Stop

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

276

139

355

1513

Pede

strian

s1

38

Lane

Widt

h (m)

3.53.5

3.5W

alking

Spe

ed (m

/s)1.2

1.21.2

Perce

nt Bl

ocka

ge0

01

Righ

t turn

flare

(veh

)Me

dian t

ype

None

None

Media

n stor

age v

eh)

Upstr

eam

signa

l (m)

101

pX, p

latoo

n unb

locke

d0.9

90.9

90.9

9vC

, con

flictin

g volu

me29

766

429

4vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l28

165

327

8tC

, sing

le (s)

4.16.4

6.2tC

, 2 st

age (

s)tF

(s)

2.23.5

3.3p0

queu

e fre

e %99

9698

cM ca

pacit

y (ve

h/h)

1268

423

749

Dire

ction

, Lan

e #EB

1W

B 1

WB

2NB

1NB

2Vo

lume T

otal

289

935

515

13Vo

lume L

eft0

90

150

Volum

e Righ

t13

00

013

cSH

1700

1268

1700

423

749

Volum

e to C

apac

ity0.1

70.0

10.2

10.0

40.0

2Qu

eue L

ength

95th

(m)

0.00.2

0.00.9

0.4Co

ntrol

Delay

(s)

0.07.9

0.013

.89.9

Lane

LOS

AB

AAp

proa

ch D

elay (

s)0.0

0.212

.0Ap

proa

ch LO

SB

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.6

Inter

secti

on C

apac

ity U

tiliza

tion

29.6%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 5

Lane

Gro

upW

BLW

BRNB

TNB

RSB

LSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

2313

983

042

7911

75Fu

ture V

olume

(vph

)23

139

830

4279

1175

Ideal

Flow

(vphp

l)17

7517

5017

7519

0017

7519

00St

orag

e Len

gth (m

)0.0

0.00.0

13.0

Stor

age L

anes

11

01

Tape

r Len

gth (m

)0.0

7.5La

ne U

til. F

actor

1.00

1.00

0.95

0.95

1.00

0.95

Ped B

ike F

actor

Frt

0.850

0.993

Flt P

rotec

ted0.9

500.9

50Sa

td. F

low (p

rot)

1603

1471

3220

016

6835

00Flt

Per

mitte

d0.9

500.9

50Sa

td. F

low (p

erm)

1603

1471

3220

016

6835

00Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)46

.913

4.663

.6Tr

avel

Time (

s)2.8

8.13.8

Confl

. Ped

s. (#

/hr)

11

2525

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)4%

0%3%

0%0%

2%Ad

j. Flow

(vph

)23

139

830

4279

1175

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

2313

987

20

7911

75Si

gn C

ontro

lSt

opFr

eeFr

ee

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 4

4.4%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 6

Move

ment

WBL

WBR

NBT

NBR

SBL

SBT

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

2313

983

042

7911

75Fu

ture V

olume

(Veh

/h)23

139

830

4279

1175

Sign

Con

trol

Stop

Free

Free

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

2313

983

042

7911

75Pe

destr

ians

251

1La

ne W

idth (

m)3.5

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

1.2Pe

rcent

Bloc

kage

20

0Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eTW

LTL

None

Media

n stor

age v

eh)

2Up

strea

m sig

nal (m

)33

264

pX, p

latoo

n unb

locke

d0.9

40.8

80.8

8vC

, con

flictin

g volu

me16

2246

289

7vC

1, sta

ge 1

conf

vol

876

vC2,

stage

2 co

nf vo

l74

6vC

u, un

block

ed vo

l98

213

062

2tC

, sing

le (s)

6.96.9

4.1tC

, 2 st

age (

s)5.9

tF (s

)3.5

3.32.2

p0 qu

eue f

ree %

9482

91cM

capa

city (

veh/h

)36

478

183

9

Dire

ction

, Lan

e #W

B 1

WB

2NB

1NB

2SB

1SB

2SB

3Vo

lume T

otal

2313

955

331

979

588

588

Volum

e Left

230

00

790

0Vo

lume R

ight

013

90

420

00

cSH

364

781

1700

1700

839

1700

1700

Volum

e to C

apac

ity0.0

60.1

80.3

30.1

90.0

90.3

50.3

5Qu

eue L

ength

95th

(m)

1.65.2

0.00.0

2.50.0

0.0Co

ntrol

Delay

(s)

15.5

10.6

0.00.0

9.70.0

0.0La

ne LO

SC

BA

Appr

oach

Dela

y (s)

11.3

0.00.6

Appr

oach

LOS

B

Inter

secti

on S

umma

ryAv

erag

e Dela

y 1.1

Inter

secti

on C

apac

ity U

tiliza

tion

44.4%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 7

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

91

1889

082

776

572

4011

514

Futur

e Volu

me (v

ph)

91

1889

082

776

572

4011

514

Ideal

Flow

(vphp

l)19

0019

0019

0017

7519

0017

5019

0017

7519

0017

7519

0019

00St

orag

e Len

gth (m

)0.0

0.00.0

0.025

.00.0

30.0

0.0St

orag

e Lan

es0

01

01

01

0Ta

per L

ength

(m)

0.00.0

7.57.5

Lane

Util.

Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

00.9

50.9

51.0

00.9

50.9

5Pe

d Bike

Fac

torFr

t0.9

130.8

500.9

870.9

99Flt

Pro

tected

0.984

0.950

0.950

0.950

Satd.

Flow

(pro

t)0

1688

016

1915

360

1785

3201

016

1934

970

Flt P

ermi

tted

0.984

0.950

0.950

0.950

Satd.

Flow

(per

m)0

1688

016

1915

360

1785

3201

016

1934

970

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)57

.560

.419

7.713

4.6Tr

avel

Time (

s)3.5

3.611

.98.1

Confl

. Ped

s. (#

/hr)

21

12

1327

2713

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

0%0%

3%0%

4%0%

3%1%

3%2%

0%Ad

j. Flow

(vph

)9

118

890

827

765

7240

1151

4Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)0

280

8982

07

837

040

1155

0Si

gn C

ontro

lSt

opSt

opFr

eeFr

ee

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 5

4.3%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 8

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

91

1889

082

776

572

4011

514

Futur

e Volu

me (V

eh/h)

91

1889

082

776

572

4011

514

Sign

Con

trol

Stop

Stop

Free

Free

Grad

e0%

0%0%

0%Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Hour

ly flo

w ra

te (vp

h)9

118

890

827

765

7240

1151

4Pe

destr

ians

1327

12

Lane

Widt

h (m)

3.53.5

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

1.21.2

Perce

nt Bl

ocka

ge1

20

0Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eNo

neTW

LTL

Media

n stor

age v

eh)

2Up

strea

m sig

nal (m

)19

819

8pX

, plat

oon u

nbloc

ked

0.90

0.90

0.90

0.90

0.90

0.85

0.90

0.85

vC, c

onflic

ting v

olume

1726

2124

592

1517

2090

448

1168

864

vC1,

stage

1 co

nf vo

l12

4612

4684

284

2vC

2, sta

ge 2

conf

vol

480

878

675

1248

vCu,

unblo

cked

vol

1078

1518

315

846

1480

595

749

4tC

, sing

le (s)

7.56.5

6.97.6

6.57.0

4.14.2

tC, 2

stag

e (s)

6.55.5

6.65.5

tF (s

)3.5

4.03.3

3.54.0

3.32.2

2.2p0

queu

e fre

e %96

100

9776

100

9199

95cM

capa

city (

veh/h

)20

423

160

936

723

289

064

588

3

Dire

ction

, Lan

e #EB

1W

B 1

WB

2NB

1NB

2NB

3SB

1SB

2SB

3Vo

lume T

otal

2889

827

510

327

4076

738

8Vo

lume L

eft9

890

70

040

00

Volum

e Righ

t18

082

00

720

04

cSH

359

367

890

645

1700

1700

883

1700

1700

Volum

e to C

apac

ity0.0

80.2

40.0

90.0

10.3

00.1

90.0

50.4

50.2

3Qu

eue L

ength

95th

(m)

2.07.5

2.40.3

0.00.0

1.10.0

0.0Co

ntrol

Delay

(s)

15.9

17.9

9.510

.60.0

0.09.3

0.00.0

Lane

LOS

CC

AB

AAp

proa

ch D

elay (

s)15

.913

.90.1

0.3Ap

proa

ch LO

SC

B

Inter

secti

on S

umma

ryAv

erag

e Dela

y 1.5

Inter

secti

on C

apac

ity U

tiliza

tion

54.3%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 9

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

106

466

149

162

763

7831

066

252

149

951

160

Futur

e Volu

me (v

ph)

106

466

149

162

763

7831

066

252

149

951

160

Ideal

Flow

(vphp

l)17

7517

7519

0017

7519

0017

5017

7517

7519

0017

7519

0017

50St

orag

e Len

gth (m

)13

0.00.0

60.0

30.0

20.0

0.050

.050

.0St

orag

e Lan

es1

01

11

01

1Ta

per L

ength

(m)

7.57.5

7.57.5

Lane

Util.

Fac

tor1.0

00.9

50.9

51.0

00.9

51.0

01.0

00.9

50.9

51.0

00.9

51.0

0Pe

d Bike

Fac

tor0.9

90.9

90.9

90.9

50.9

91.0

00.9

90.9

3Fr

t0.9

640.8

500.9

890.8

50Flt

Pro

tected

0.950

0.950

0.950

0.950

Satd.

Flow

(pro

t)15

3031

410

1668

3535

1428

1668

3227

016

3535

3513

62Flt

Per

mitte

d0.1

530.2

470.1

060.3

40Sa

td. F

low (p

erm)

244

3141

043

035

3513

5918

532

270

577

3535

1273

Righ

t Tur

n on R

edYe

sYe

sYe

sYe

sSa

td. F

low (R

TOR)

4014

99

149

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)20

2.327

5.315

8.319

7.7Tr

avel

Time (

s)12

.116

.59.5

11.9

Confl

. Ped

s. (#

/hr)

3521

2135

5336

3653

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)9%

2%0%

0%1%

3%0%

2%0%

2%1%

8%Ad

j. Flow

(vph

)10

646

614

916

276

378

310

662

5214

995

116

0Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)10

661

50

162

763

7831

071

40

149

951

160

Turn

Typ

epm

+pt

NApm

+pt

NAPe

rmpm

+pt

NApm

+pt

NAPe

rmPr

otecte

d Pha

ses

74

38

52

16

Perm

itted P

hase

s4

88

26

6De

tector

Pha

se7

43

88

52

16

6Sw

itch P

hase

Minim

um In

itial (s

)5.0

31.0

5.031

.031

.05.0

32.0

5.032

.032

.0Mi

nimum

Spli

t (s)

9.037

.09.0

37.0

37.0

9.038

.09.0

38.0

38.0

Total

Spli

t (s)

10.0

37.0

10.0

37.0

37.0

25.0

49.0

14.0

38.0

38.0

Total

Spli

t (%

)9.1

%33

.6%9.1

%33

.6%33

.6%22

.7%44

.5%12

.7%34

.5%34

.5%Ye

llow

Time (

s)3.0

4.03.0

4.04.0

3.04.0

3.04.0

4.0Al

l-Red

Tim

e (s)

1.02.0

1.02.0

2.01.0

2.01.0

2.02.0

Lost

Time A

djust

(s)0.0

-2.0

0.0-2

.0-2

.00.0

-2.0

0.0-2

.0-2

.0To

tal Lo

st Tim

e (s)

4.04.0

4.04.0

4.04.0

4.04.0

4.04.0

Lead

/Lag

Lead

Lag

Lead

Lag

Lag

Lead

Lag

Lead

Lag

Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

None

None

None

None

None

None

Max

None

Max

Max

Act E

ffct G

reen

(s)

39.0

33.0

39.0

33.0

33.0

58.3

45.0

45.0

35.7

35.7

Actua

ted g/

C Ra

tio0.3

60.3

00.3

60.3

00.3

00.5

30.4

10.4

10.3

30.3

3v/c

Rati

o0.6

80.6

30.7

30.7

20.1

50.8

80.5

40.4

60.8

20.3

1Co

ntrol

Delay

45.9

34.2

46.2

38.6

0.653

.325

.919

.241

.87.4

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

45.9

34.2

46.2

38.6

0.653

.325

.919

.241

.87.4

LOS

DC

DD

AD

CB

DA

Appr

oach

Dela

y35

.936

.834

.234

.7

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 10

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RAp

proa

ch LO

SD

DC

CQu

eue L

ength

50th

(m)

15.4

59.1

24.4

80.7

0.051

.162

.416

.410

6.51.7

Queu

e Len

gth 95

th (m

)#3

1.579

.0#4

9.610

3.40.0

#96.4

81.2

27.9

#141

.517

.3Int

erna

l Link

Dist

(m)

178.3

251.3

134.3

173.7

Turn

Bay

Leng

th (m

)13

0.060

.030

.020

.050

.050

.0Ba

se C

apac

ity (v

ph)

157

976

221

1067

514

383

1333

337

1153

515

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

Redu

ced v

/c Ra

tio0.6

80.6

30.7

30.7

20.1

50.8

10.5

40.4

40.8

20.3

1

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 10

9.3Na

tural

Cycle

: 95

Contr

ol Ty

pe: A

ctuate

d-Un

coor

dinate

dMa

ximum

v/c R

atio:

0.88

Inter

secti

on S

ignal

Delay

: 35.3

Inter

secti

on LO

S: D

Inter

secti

on C

apac

ity U

tiliza

tion 9

3.8%

ICU

Leve

l of S

ervic

e FAn

alysis

Per

iod (m

in) 15

# 9

5th pe

rcenti

le vo

lume e

xcee

ds ca

pacit

y, qu

eue m

ay be

long

er.

Q

ueue

show

n is m

axim

um af

ter tw

o cyc

les.

Splits

and P

hase

s:

5: W

estm

ount

Road

& E

rb S

treet

Wes

t

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 11

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

363

96

2391

829

40

2040

183

Futur

e Volu

me (v

ph)

363

96

2391

829

40

2040

183

Ideal

Flow

(vphp

l)19

0016

5019

0019

0016

5019

0019

0015

5019

0019

0015

5019

00La

ne U

til. F

actor

0.95

0.95

0.95

0.95

0.95

0.95

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.999

0.996

0.887

0.910

Flt P

rotec

ted0.9

990.9

920.9

84Sa

td. F

low (p

rot)

030

370

030

380

013

490

013

730

Flt P

ermi

tted

0.999

0.992

0.984

Satd.

Flow

(per

m)0

3037

00

3038

00

1349

00

1373

0Lin

k Spe

ed (k

/h)60

6060

60Lin

k Dist

ance

(m)

275.3

150.2

112.8

132.3

Trav

el Tim

e (s)

16.5

9.06.8

7.9Co

nfl. P

eds.

(#/hr

)12

1111

125

33

5Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

0%2%

0%0%

1%20

%0%

0%0%

0%0%

0%Ad

j. Flow

(vph

)3

639

623

918

294

020

401

83Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)0

648

00

970

00

240

012

40

Sign

Con

trol

Free

Free

Stop

Stop

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 7

2.1%

ICU

Leve

l of S

ervic

e CAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 12

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

363

96

2391

829

40

2040

183

Futur

e Volu

me (V

eh/h)

363

96

2391

829

40

2040

183

Sign

Con

trol

Free

Free

Stop

Stop

Grad

e0%

0%0%

0%Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Hour

ly flo

w ra

te (vp

h)3

639

623

918

294

020

401

83Pe

destr

ians

53

1112

Lane

Widt

h (m)

3.53.5

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

1.21.2

Perce

nt Bl

ocka

ge0

01

1Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eNo

neNo

neMe

dian s

torag

e veh

)Up

strea

m sig

nal (m

)27

5pX

, plat

oon u

nbloc

ked

0.91

0.91

0.91

0.91

0.91

0.91

vC, c

onflic

ting v

olume

959

656

1252

1664

336

1339

1652

490

vC1,

stage

1 co

nf vo

lvC

2, sta

ge 2

conf

vol

vCu,

unblo

cked

vol

959

425

1080

1532

7411

7515

2049

0tC

, sing

le (s)

4.14.1

7.56.5

6.97.5

6.56.9

tC, 2

stag

e (s)

tF (s

)2.2

2.23.5

4.03.3

3.54.0

3.3p0

queu

e fre

e %10

098

9710

098

6899

84cM

capa

city (

veh/h

)71

810

3312

710

288

212

710

452

2

Dire

ction

, Lan

e #EB

1EB

2W

B 1

WB

2NB

1SB

1Vo

lume T

otal

322

326

482

488

2412

4Vo

lume L

eft3

023

04

40Vo

lume R

ight

06

029

2083

cSH

718

1700

1033

1700

443

256

Volum

e to C

apac

ity0.0

00.1

90.0

20.2

90.0

50.4

8Qu

eue L

ength

95th

(m)

0.10.0

0.50.0

1.419

.6Co

ntrol

Delay

(s)

0.10.0

0.70.0

13.6

31.6

Lane

LOS

AA

BD

Appr

oach

Dela

y (s)

0.10.3

13.6

31.6

Appr

oach

LOS

BD

Inter

secti

on S

umma

ryAv

erag

e Dela

y 2.6

Inter

secti

on C

apac

ity U

tiliza

tion

72.1%

ICU

Leve

l of S

ervic

e C

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 13

Lane

Gro

upEB

LEB

RNB

LNB

TSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

411

312

75

3Fu

ture V

olume

(vph

)4

113

127

53

Ideal

Flow

(vphp

l)17

6519

0019

0016

5016

5019

00La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.870

0.949

Flt P

rotec

ted0.9

980.9

69Sa

td. F

low (p

rot)

1515

00

1428

1548

0Flt

Per

mitte

d0.9

980.9

69Sa

td. F

low (p

erm)

1515

00

1428

1548

0Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)56

.113

2.361

.8Tr

avel

Time (

s)3.4

7.93.7

Confl

. Ped

s. (#

/hr)

83

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

0%17

%0%

0%0%

Adj. F

low (v

ph)

411

312

75

3Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)11

70

019

80

Sign

Con

trol

Stop

Free

Free

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 2

3.1%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 14

Move

ment

EBL

EBR

NBL

NBT

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

411

312

75

3Fu

ture V

olume

(Veh

/h)4

113

127

53

Sign

Con

trol

Stop

Free

Free

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

411

312

75

3Pe

destr

ians

38

Lane

Widt

h (m)

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

Perce

nt Bl

ocka

ge0

1Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eNo

neNo

neMe

dian s

torag

e veh

)Up

strea

m sig

nal (m

)pX

, plat

oon u

nbloc

ked

vC, c

onflic

ting v

olume

4610

8vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l46

108

tC, s

ingle

(s)6.4

6.24.3

tC, 2

stag

e (s)

tF (s

)3.5

3.32.4

p0 qu

eue f

ree %

100

8999

cM ca

pacit

y (ve

h/h)

956

1075

1519

Dire

ction

, Lan

e #EB

1NB

1SB

1Vo

lume T

otal

117

198

Volum

e Left

412

0Vo

lume R

ight

113

03

cSH

1071

1519

1700

Volum

e to C

apac

ity0.1

10.0

10.0

0Qu

eue L

ength

95th

(m)

2.90.2

0.0Co

ntrol

Delay

(s)

8.84.7

0.0La

ne LO

SA

AAp

proa

ch D

elay (

s)8.8

4.70.0

Appr

oach

LOS

A

Inter

secti

on S

umma

ryAv

erag

e Dela

y 7.7

Inter

secti

on C

apac

ity U

tiliza

tion

23.1%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15



Appendix F 2031 Total Traffic Operational Conditions

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 1

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

3317

1942

517

97

933

9424

176

95

Futur

e Volu

me (v

ph)

3317

1942

517

97

933

9424

176

95

Ideal

Flow

(vphp

l)19

0015

5019

0019

0016

5017

5017

7517

7519

0017

7517

7519

00St

orag

e Len

gth (m

)0.0

0.070

.00.0

12.0

0.040

.00.0

Stor

age L

anes

00

01

10

10

Tape

r Len

gth (m

)0.0

7.57.5

7.5La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

0.95

0.95

1.00

0.95

0.95

Ped B

ike F

actor

0.99

0.98

0.98

0.99

1.00

1.00

1.00

Frt

0.963

0.850

0.986

0.999

Flt P

rotec

ted0.9

770.9

570.9

500.9

50Sa

td. F

low (p

rot)

013

830

015

6214

4214

6331

480

1635

3199

0Flt

Per

mitte

d0.8

310.7

030.3

580.1

91Sa

td. F

low (p

erm)

011

740

011

3014

1954

631

480

328

3199

0Ri

ght T

urn o

n Red

Yes

Yes

Yes

Yes

Satd.

Flow

(RTO

R)19

179

111

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)61

.210

0.863

.690

.2Tr

avel

Time (

s)3.7

6.03.8

5.4Co

nfl. P

eds.

(#/hr

)4

1818

420

77

20Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

0%7%

6%0%

0%2%

14%

4%6%

2%4%

20%

Adj. F

low (v

ph)

3317

1942

517

97

933

9424

176

95

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

069

00

4717

97

1027

024

177

40

Turn

Typ

ePe

rmNA

pm+p

tNA

Perm

Perm

NApm

+pt

NAPr

otecte

d Pha

ses

43

82

16

Perm

itted P

hase

s4

88

26

Detec

tor P

hase

44

38

82

21

6Sw

itch P

hase

Minim

um In

itial (s

)8.0

8.05.0

8.08.0

38.0

38.0

5.038

.0Mi

nimum

Spli

t (s)

41.8

41.8

9.041

.841

.844

.044

.09.0

44.0

Total

Spli

t (s)

41.8

41.8

11.0

41.8

41.8

44.0

44.0

13.2

44.0

Total

Spli

t (%

)38

.0%38

.0%10

.0%38

.0%38

.0%40

.0%40

.0%12

.0%40

.0%Ye

llow

Time (

s)4.0

4.03.0

4.04.0

4.04.0

3.04.0

All-R

ed T

ime (

s)2.0

2.01.0

2.02.0

2.02.0

1.02.0

Lost

Time A

djust

(s)-2

.0-2

.0-2

.0-2

.0-2

.00.0

-2.0

Total

Lost

Time (

s)4.0

4.04.0

4.04.0

4.04.0

Lead

/Lag

Lag

Lag

Lead

Lag

Lag

Lead

Lead

-Lag

Opti

mize

?Re

call M

ode

None

None

None

None

None

C-Ma

xC-

Max

None

C-Ma

xAc

t Effc

t Gre

en (s

)12

.712

.712

.762

.662

.689

.389

.3Ac

tuated

g/C

Ratio

0.12

0.12

0.12

0.57

0.57

0.81

0.81

v/c R

atio

0.45

0.36

0.56

0.02

0.57

0.45

0.30

Contr

ol De

lay43

.151

.913

.411

.616

.86.1

3.1Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

43.1

51.9

13.4

11.6

16.8

6.13.1

LOS

DD

BB

BA

AAp

proa

ch D

elay

43.1

21.4

16.7

3.8

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 2

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RAp

proa

ch LO

SD

CB

AQu

eue L

ength

50th

(m)

10.7

10.0

0.00.6

68.5

8.816

.5Qu

eue L

ength

95th

(m)

24.3

21.3

20.0

3.110

2.122

.629

.8Int

erna

l Link

Dist

(m)

37.2

76.8

39.6

66.2

Turn

Bay

Leng

th (m

)12

.040

.0Ba

se C

apac

ity (v

ph)

415

501

729

311

1797

535

2597

Star

vatio

n Cap

Red

uctn

00

00

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

0Re

duce

d v/c

Ratio

0.17

0.09

0.25

0.02

0.57

0.45

0.30

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 11

0Of

fset: 6

9.3 (6

3%),

Refer

ence

d to p

hase

2:NB

TL an

d 6:S

BTL,

Star

t of G

reen

Natur

al Cy

cle: 1

05Co

ntrol

Type

: Actu

ated-

Coor

dinate

dMa

ximum

v/c R

atio:

0.57

Inter

secti

on S

ignal

Delay

: 12.4

Inter

secti

on LO

S: B

Inter

secti

on C

apac

ity U

tiliza

tion 9

1.1%

ICU

Leve

l of S

ervic

e FAn

alysis

Per

iod (m

in) 15

Splits

and P

hase

s:

1: W

estm

ount

Road

& W

estco

urt P

lace/F

ather

Dav

id Ba

uer D

rive

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 3

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

312

3921

221

87

Futur

e Volu

me (v

ph)

312

3921

221

87

Ideal

Flow

(vphp

l)16

5019

0017

7519

0017

7517

50St

orag

e Len

gth (m

)0.0

80.0

0.00.0

Stor

age L

anes

01

11

Tape

r Len

gth (m

)7.5

0.0La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.985

0.850

Flt P

rotec

ted0.9

500.9

50Sa

td. F

low (p

rot)

1555

016

6818

4216

6814

71Flt

Per

mitte

d0.9

500.9

50Sa

td. F

low (p

erm)

1555

016

6818

4216

6814

71Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)10

0.899

.292

.1Tr

avel

Time (

s)6.0

6.05.5

Confl

. Ped

s. (#

/hr)

1313

7Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

3%6%

0%2%

0%0%

Adj. F

low (v

ph)

312

3921

221

87

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

351

021

221

87

Sign

Con

trol

Free

Free

Stop

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 3

1.8%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 4

Move

ment

EBT

EBR

WBL

WBT

NBL

NBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

312

3921

221

87

Futur

e Volu

me (V

eh/h)

312

3921

221

87

Sign

Con

trol

Free

Free

Stop

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

312

3921

221

87

Pede

strian

s7

13La

ne W

idth (

m)3.5

3.5W

alking

Spe

ed (m

/s)1.2

1.2Pe

rcent

Bloc

kage

11

Righ

t turn

flare

(veh

)Me

dian t

ype

None

None

Media

n stor

age v

eh)

Upstr

eam

signa

l (m)

101

pX, p

latoo

n unb

locke

d0.9

80.9

80.9

8vC

, con

flictin

g volu

me36

461

434

4vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l33

559

231

5tC

, sing

le (s)

4.16.4

6.2tC

, 2 st

age (

s)tF

(s)

2.23.5

3.3p0

queu

e fre

e %98

9899

cM ca

pacit

y (ve

h/h)

1192

445

704

Dire

ction

, Lan

e #EB

1W

B 1

WB

2NB

1NB

2Vo

lume T

otal

351

2122

18

7Vo

lume L

eft0

210

80

Volum

e Righ

t39

00

07

cSH

1700

1192

1700

445

704

Volum

e to C

apac

ity0.2

10.0

20.1

30.0

20.0

1Qu

eue L

ength

95th

(m)

0.00.4

0.00.4

0.2Co

ntrol

Delay

(s)

0.08.1

0.013

.210

.2La

ne LO

SA

BB

Appr

oach

Dela

y (s)

0.00.7

11.8

Appr

oach

LOS

B

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.6

Inter

secti

on C

apac

ity U

tiliza

tion

31.8%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 5

Lane

Gro

upW

BLW

BRNB

TNB

RSB

LSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

217

1022

1117

819

Futur

e Volu

me (v

ph)

217

1022

1117

819

Ideal

Flow

(vphp

l)17

7517

5017

7519

0017

7519

00St

orag

e Len

gth (m

)0.0

0.00.0

13.0

Stor

age L

anes

11

01

Tape

r Len

gth (m

)0.0

7.5La

ne U

til. F

actor

1.00

1.00

0.95

0.95

1.00

0.95

Ped B

ike F

actor

Frt

0.850

0.998

Flt P

rotec

ted0.9

500.9

50Sa

td. F

low (p

rot)

1668

1388

3196

016

6834

33Flt

Per

mitte

d0.9

500.9

50Sa

td. F

low (p

erm)

1668

1388

3196

016

6834

33Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)46

.913

4.663

.6Tr

avel

Time (

s)2.8

8.13.8

Confl

. Ped

s. (#

/hr)

77

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

6%4%

18%

0%4%

Adj. F

low (v

ph)

217

1022

1117

819

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

217

1033

017

819

Sign

Con

trol

Stop

Free

Free

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 4

0.6%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 6

Move

ment

WBL

WBR

NBT

NBR

SBL

SBT

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

217

1022

1117

819

Futur

e Volu

me (V

eh/h)

217

1022

1117

819

Sign

Con

trol

Stop

Free

Free

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

217

1022

1117

819

Pede

strian

s7

Lane

Widt

h (m)

3.5W

alking

Spe

ed (m

/s)1.2

Perce

nt Bl

ocka

ge1

Righ

t turn

flare

(veh

)Me

dian t

ype

TWLT

LNo

neMe

dian s

torag

e veh

)2

Upstr

eam

signa

l (m)

332

64pX

, plat

oon u

nbloc

ked

0.82

0.79

0.79

vC, c

onflic

ting v

olume

1478

524

1040

vC1,

stage

1 co

nf vo

l10

34vC

2, sta

ge 2

conf

vol

444

vCu,

unblo

cked

vol

831

051

3tC

, sing

le (s)

6.87.0

4.1tC

, 2 st

age (

s)5.8

tF (s

)3.5

3.42.2

p0 qu

eue f

ree %

100

9898

cM ca

pacit

y (ve

h/h)

415

840

833

Dire

ction

, Lan

e #W

B 1

WB

2NB

1NB

2SB

1SB

2SB

3Vo

lume T

otal

217

681

352

1741

041

0Vo

lume L

eft2

00

017

00

Volum

e Righ

t0

170

110

00

cSH

415

840

1700

1700

833

1700

1700

Volum

e to C

apac

ity0.0

00.0

20.4

00.2

10.0

20.2

40.2

4Qu

eue L

ength

95th

(m)

0.10.5

0.00.0

0.50.0

0.0Co

ntrol

Delay

(s)

13.7

9.40.0

0.09.4

0.00.0

Lane

LOS

BA

AAp

proa

ch D

elay (

s)9.8

0.00.2

Appr

oach

LOS

A

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.2

Inter

secti

on C

apac

ity U

tiliza

tion

40.6%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 7

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

70

426

043

198

914

342

793

2Fu

ture V

olume

(vph

)7

04

260

431

989

143

4279

32

Ideal

Flow

(vphp

l)19

0019

0019

0017

7519

0017

5019

0017

7519

0017

7519

0019

00St

orag

e Len

gth (m

)0.0

0.00.0

0.025

.00.0

30.0

0.0St

orag

e Lan

es0

01

01

01

0Ta

per L

ength

(m)

0.00.0

7.57.5

Lane

Util.

Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

00.9

50.9

51.0

00.9

50.9

5Pe

d Bike

Fac

torFr

t0.9

510.8

500.9

81Flt

Pro

tected

0.969

0.950

0.950

0.950

Satd.

Flow

(pro

t)0

1731

016

6812

380

1785

3157

016

1934

330

Flt P

ermi

tted

0.969

0.950

0.950

0.950

Satd.

Flow

(per

m)0

1731

016

6812

380

1785

3157

016

1934

330

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)57

.560

.419

7.713

4.6Tr

avel

Time (

s)3.5

3.611

.98.1

Confl

. Ped

s. (#

/hr)

55

611

116

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

0%0%

0%0%

29%

0%4%

1%3%

4%0%

Adj. F

low (v

ph)

70

426

043

198

914

342

793

2Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)0

110

2643

01

1132

042

795

0Si

gn C

ontro

lSt

opSt

opFr

eeFr

ee

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 5

0.8%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 8

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

70

426

043

198

914

342

793

2Fu

ture V

olume

(Veh

/h)7

04

260

431

989

143

4279

32

Sign

Con

trol

Stop

Stop

Free

Free

Grad

e0%

0%0%

0%Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Hour

ly flo

w ra

te (vp

h)7

04

260

431

989

143

4279

32

Pede

strian

s6

115

Lane

Widt

h (m)

3.53.5

3.5W

alking

Spe

ed (m

/s)1.2

1.21.2

Perce

nt Bl

ocka

ge0

10

Righ

t turn

flare

(veh

)Me

dian t

ype

None

TWLT

LMe

dian s

torag

e veh

)2

Upstr

eam

signa

l (m)

198

198

pX, p

latoo

n unb

locke

d0.7

60.7

60.9

70.7

60.7

60.7

40.9

70.7

4vC

, con

flictin

g volu

me14

2820

2940

415

5819

5858

280

111

43vC

1, sta

ge 1

conf

vol

884

884

1074

1074

vC2,

stage

2 co

nf vo

l54

411

4548

488

5vC

u, un

block

ed vo

l73

315

2231

290

314

290

723

503

tC, s

ingle

(s)7.5

6.56.9

7.56.5

7.54.1

4.2tC

, 2 st

age (

s)6.5

5.56.5

5.5tF

(s)

3.54.0

3.33.5

4.03.6

2.22.2

p0 qu

eue f

ree %

9810

099

9310

094

100

95cM

capa

city (

veh/h

)30

226

166

336

828

773

685

477

4

Dire

ction

, Lan

e #EB

1W

B 1

WB

2NB

1NB

2NB

3SB

1SB

2SB

3Vo

lume T

otal

1126

431

659

473

4252

926

6Vo

lume L

eft7

260

10

042

00

Volum

e Righ

t4

043

00

143

00

2cS

H37

736

873

685

417

0017

0077

417

0017

00Vo

lume t

o Cap

acity

0.03

0.07

0.06

0.00

0.39

0.28

0.05

0.31

0.16

Queu

e Len

gth 95

th (m

)0.7

1.81.5

0.00.0

0.01.4

0.00.0

Contr

ol De

lay (s

)14

.815

.510

.29.2

0.00.0

9.90.0

0.0La

ne LO

SB

CB

AA

Appr

oach

Dela

y (s)

14.8

12.2

0.00.5

Appr

oach

LOS

BB

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.7

Inter

secti

on C

apac

ity U

tiliza

tion

50.8%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 9

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

186

936

297

8427

411

113

885

673

131

558

62Fu

ture V

olume

(vph

)18

693

629

784

274

111

138

856

7313

155

862

Ideal

Flow

(vphp

l)17

7517

7519

0017

7519

0017

5017

7517

7519

0017

7519

0017

50St

orag

e Len

gth (m

)13

0.00.0

60.0

30.0

20.0

0.055

.050

.0St

orag

e Lan

es1

01

11

01

1Ta

per L

ength

(m)

7.57.5

7.57.5

Lane

Util.

Fac

tor1.0

00.9

50.9

51.0

00.9

51.0

01.0

00.9

50.9

51.0

00.9

51.0

0Pe

d Bike

Fac

tor0.9

80.9

91.0

00.9

60.9

91.0

00.9

90.9

5Fr

t0.9

640.8

500.9

880.8

50Flt

Pro

tected

0.950

0.950

0.950

0.950

Satd.

Flow

(pro

t)15

5831

380

1635

3368

1428

1619

3224

016

1934

6611

96Flt

Per

mitte

d0.5

040.1

020.3

030.1

21Sa

td. F

low (p

erm)

810

3138

017

533

6813

6651

032

240

205

3466

1142

Righ

t Tur

n on R

edYe

sYe

sYe

sYe

sSa

td. F

low (R

TOR)

4711

18

109

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)20

2.314

1.515

8.319

7.7Tr

avel

Time (

s)12

.18.5

9.511

.9Co

nfl. P

eds.

(#/hr

)32

1717

3233

3131

33Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

7%2%

1%2%

6%3%

3%2%

0%3%

3%23

%Ad

j. Flow

(vph

)18

693

629

784

274

111

138

856

7313

155

862

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

186

1233

084

274

111

138

929

013

155

862

Turn

Typ

epm

+pt

NApm

+pt

NAPe

rmpm

+pt

NApm

+pt

NAPe

rmPr

otecte

d Pha

ses

74

38

52

16

Perm

itted P

hase

s4

88

26

6De

tector

Pha

se7

43

88

52

16

6Sw

itch P

hase

Minim

um In

itial (s

)5.0

33.0

5.033

.033

.05.0

32.0

5.032

.032

.0Mi

nimum

Spli

t (s)

9.039

.09.0

39.0

39.0

9.038

.09.0

38.0

38.0

Total

Spli

t (s)

13.0

50.0

9.046

.046

.012

.039

.012

.039

.039

.0To

tal S

plit (

%)

11.8%

45.5%

8.2%

41.8%

41.8%

10.9%

35.5%

10.9%

35.5%

35.5%

Yello

w Tim

e (s)

3.04.0

3.04.0

4.03.0

4.03.0

4.04.0

All-R

ed T

ime (

s)1.0

2.01.0

2.02.0

1.02.0

1.02.0

2.0Lo

st Tim

e Adju

st (s)

0.0-2

.00.0

-2.0

-2.0

0.0-2

.00.0

-2.0

-2.0

Total

Lost

Time (

s)4.0

4.04.0

4.04.0

4.04.0

4.04.0

4.0Le

ad/La

gLe

adLa

gLe

adLa

gLa

gLe

adLa

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eNo

neNo

neNo

neNo

neNo

neNo

neMa

xNo

neMa

xMa

xAc

t Effc

t Gre

en (s

)53

.546

.445

.540

.540

.542

.935

.043

.035

.135

.1Ac

tuated

g/C

Ratio

0.49

0.43

0.42

0.37

0.37

0.40

0.32

0.40

0.32

0.32

v/c R

atio

0.40

0.90

0.60

0.22

0.19

0.49

0.89

0.71

0.50

0.14

Contr

ol De

lay18

.738

.634

.323

.65.1

26.4

46.7

42.8

31.8

1.6Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Dela

y18

.738

.634

.323

.65.1

26.4

46.7

42.8

31.8

1.6LO

SB

DC

CA

CD

DC

AAp

proa

ch D

elay

36.0

21.2

44.1

31.2

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 10

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RAp

proa

ch LO

SD

CD

CQu

eue L

ength

50th

(m)

23.0

132.1

9.721

.60.0

19.1

104.3

18.1

53.6

0.0Qu

eue L

ength

95th

(m)

37.7

#179

.6#2

2.431

.611

.432

.9#1

43.0

#42.6

71.0

2.0Int

erna

l Link

Dist

(m)

178.3

117.5

134.3

173.7

Turn

Bay

Leng

th (m

)13

0.060

.030

.020

.055

.050

.0Ba

se C

apac

ity (v

ph)

462

1369

141

1303

597

284

1046

185

1120

443

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

Redu

ced v

/c Ra

tio0.4

00.9

00.6

00.2

10.1

90.4

90.8

90.7

10.5

00.1

4

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 10

8.5Na

tural

Cycle

: 95

Contr

ol Ty

pe: A

ctuate

d-Un

coor

dinate

dMa

ximum

v/c R

atio:

0.90

Inter

secti

on S

ignal

Delay

: 35.5

Inter

secti

on LO

S: D

Inter

secti

on C

apac

ity U

tiliza

tion 9

2.4%

ICU

Leve

l of S

ervic

e FAn

alysis

Per

iod (m

in) 15

# 9

5th pe

rcenti

le vo

lume e

xcee

ds ca

pacit

y, qu

eue m

ay be

long

er.

Q

ueue

show

n is m

axim

um af

ter tw

o cyc

les.

Splits

and P

hase

s:

5: W

estm

ount

Road

& E

rb S

treet

Wes

t

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 11

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

5310

8119

443

074

33

1711

41

18Fu

ture V

olume

(vph

)53

1081

194

430

743

317

114

118

Ideal

Flow

(vphp

l)19

0016

5019

0019

0016

5019

0019

0015

5019

0019

0015

5019

00La

ne U

til. F

actor

0.95

0.95

0.95

0.95

0.95

0.95

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.998

0.978

0.900

0.982

Flt P

rotec

ted0.9

980.9

940.9

59Sa

td. F

low (p

rot)

030

310

028

850

013

710

014

430

Flt P

ermi

tted

0.998

0.994

0.959

Satd.

Flow

(per

m)0

3031

00

2885

00

1371

00

1443

0Lin

k Spe

ed (k

/h)60

6060

60Lin

k Dist

ance

(m)

133.8

150.2

112.8

132.3

Trav

el Tim

e (s)

8.09.0

6.87.9

Confl

. Ped

s. (#

/hr)

131

113

75

57

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

2%0%

0%5%

6%0%

0%0%

0%0%

0%Ad

j. Flow

(vph

)53

1081

194

430

743

317

114

118

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

011

530

050

80

023

00

133

0Si

gn C

ontro

lFr

eeFr

eeSt

opSt

op

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 7

9.5%

ICU

Leve

l of S

ervic

e DAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 12

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

5310

8119

443

074

33

1711

41

18Fu

ture V

olume

(Veh

/h)53

1081

194

430

743

317

114

118

Sign

Con

trol

Free

Free

Stop

Stop

Grad

e0%

0%0%

0%Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Hour

ly flo

w ra

te (vp

h)53

1081

194

430

743

317

114

118

Pede

strian

s7

51

13La

ne W

idth (

m)3.5

3.53.5

3.5W

alking

Spe

ed (m

/s)1.2

1.21.2

1.2Pe

rcent

Bloc

kage

10

01

Righ

t turn

flare

(veh

)Me

dian t

ype

None

None

Media

n stor

age v

eh)

Upstr

eam

signa

l (m)

275

pX, p

latoo

n unb

locke

d0.6

90.6

90.6

90.6

90.6

90.6

9vC

, con

flictin

g volu

me51

711

0114

4617

2255

611

5816

9527

2vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l51

726

476

111

600

346

1120

272

tC, s

ingle

(s)4.1

4.17.5

6.56.9

7.56.5

6.9tC

, 2 st

age (

s)tF

(s)

2.22.2

3.54.0

3.33.5

4.03.3

p0 qu

eue f

ree %

9510

098

9898

6999

97cM

capa

city (

veh/h

)10

4891

018

912

875

436

713

572

0

Dire

ction

, Lan

e #EB

1EB

2W

B 1

WB

2NB

1SB

1Vo

lume T

otal

594

560

219

289

2313

3Vo

lume L

eft53

04

03

114

Volum

e Righ

t0

190

7417

18cS

H10

4817

0091

017

0037

238

8Vo

lume t

o Cap

acity

0.05

0.33

0.00

0.17

0.06

0.34

Queu

e Len

gth 95

th (m

)1.3

0.00.1

0.01.6

12.0

Contr

ol De

lay (s

)1.4

0.00.2

0.015

.319

.0La

ne LO

SA

AC

CAp

proa

ch D

elay (

s)0.7

0.115

.319

.0Ap

proa

ch LO

SC

C

Inter

secti

on S

umma

ryAv

erag

e Dela

y 2.1

Inter

secti

on C

apac

ity U

tiliza

tion

79.5%

ICU

Leve

l of S

ervic

e D

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 13

Lane

Gro

upEB

LEB

RNB

LNB

TSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

112

112

95

12

Futur

e Volu

me (v

ph)

112

112

95

12

Ideal

Flow

(vphp

l)17

6519

0019

0016

5016

5019

00La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.866

0.910

Flt P

rotec

ted0.9

54Sa

td. F

low (p

rot)

1512

00

1513

1485

0Flt

Per

mitte

d0.9

54Sa

td. F

low (p

erm)

1512

00

1513

1485

0Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)56

.113

2.361

.8Tr

avel

Time (

s)3.4

7.93.7

Confl

. Ped

s. (#

/hr)

122

88

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

0%3%

0%0%

0%Ad

j. Flow

(vph

)1

121

129

51

2Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)12

20

013

43

0Si

gn C

ontro

lSt

opFr

eeFr

ee

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 3

0.5%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 14

Move

ment

EBL

EBR

NBL

NBT

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

112

112

95

12

Futur

e Volu

me (V

eh/h)

112

112

95

12

Sign

Con

trol

Stop

Free

Free

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

112

112

95

12

Pede

strian

s8

212

Lane

Widt

h (m)

3.53.5

3.5W

alking

Spe

ed (m

/s)1.2

1.21.2

Perce

nt Bl

ocka

ge1

01

Righ

t turn

flare

(veh

)Me

dian t

ype

None

None

Media

n stor

age v

eh)

Upstr

eam

signa

l (m)

pX, p

latoo

n unb

locke

dvC

, con

flictin

g volu

me28

512

11vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l28

512

11tC

, sing

le (s)

6.46.2

4.1tC

, 2 st

age (

s)tF

(s)

3.53.3

2.2p0

queu

e fre

e %10

089

92cM

capa

city (

veh/h

)64

110

6615

91

Dire

ction

, Lan

e #EB

1NB

1SB

1Vo

lume T

otal

122

134

3Vo

lume L

eft1

129

0Vo

lume R

ight

121

02

cSH

1060

1591

1700

Volum

e to C

apac

ity0.1

20.0

80.0

0Qu

eue L

ength

95th

(m)

3.12.1

0.0Co

ntrol

Delay

(s)

8.87.2

0.0La

ne LO

SA

AAp

proa

ch D

elay (

s)8.8

7.20.0

Appr

oach

LOS

A

Inter

secti

on S

umma

ryAv

erag

e Dela

y 7.9

Inter

secti

on C

apac

ity U

tiliza

tion

30.5%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 15

Lane

Gro

upEB

LEB

TW

BTW

BRSB

LSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

011

4143

616

017

Futur

e Volu

me (v

ph)

011

4143

616

017

Ideal

Flow

(vphp

l)19

0019

0019

0019

0019

0019

00La

ne U

til. F

actor

1.00

0.95

0.95

0.95

1.00

1.00

Frt

0.995

0.865

Flt P

rotec

tedSa

td. F

low (p

rot)

035

0034

820

015

93Flt

Per

mitte

dSa

td. F

low (p

erm)

035

0034

820

015

93Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)14

1.513

3.869

.3Tr

avel

Time (

s)8.5

8.04.2

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ad

j. Flow

(vph

)0

1141

436

160

17Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)0

1141

452

00

17Si

gn C

ontro

lFr

eeFr

eeSt

op

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 3

4.9%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 16

Move

ment

EBL

EBT

WBT

WBR

SBL

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

011

4143

616

017

Futur

e Volu

me (V

eh/h)

011

4143

616

017

Sign

Con

trol

Free

Free

Stop

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

011

4143

616

017

Pede

strian

sLa

ne W

idth (

m)W

alking

Spe

ed (m

/s)Pe

rcent

Bloc

kage

Righ

t turn

flare

(veh

)Me

dian t

ype

None

None

Media

n stor

age v

eh)

Upstr

eam

signa

l (m)

141

pX, p

latoo

n unb

locke

d0.6

7vC

, con

flictin

g volu

me43

610

1422

6vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l43

615

226

tC, s

ingle

(s)4.1

6.86.9

tC, 2

stag

e (s)

tF (s

)2.2

3.53.3

p0 qu

eue f

ree %

100

100

98cM

capa

city (

veh/h

)11

2066

677

7

Dire

ction

, Lan

e #EB

1EB

2W

B 1

WB

2SB

1Vo

lume T

otal

570

570

291

161

17Vo

lume L

eft0

00

00

Volum

e Righ

t0

00

1617

cSH

1700

1700

1700

1700

777

Volum

e to C

apac

ity0.3

40.3

40.1

70.0

90.0

2Qu

eue L

ength

95th

(m)

0.00.0

0.00.0

0.5Co

ntrol

Delay

(s)

0.00.0

0.00.0

9.7La

ne LO

SA

Appr

oach

Dela

y (s)

0.00.0

9.7Ap

proa

ch LO

SA

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.1

Inter

secti

on C

apac

ity U

tiliza

tion

34.9%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 1

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

154

2174

1428

218

864

8218

811

6128

Futur

e Volu

me (v

ph)

154

2174

1428

218

864

8218

811

6128

Ideal

Flow

(vphp

l)19

0015

5019

0019

0016

5017

5017

7517

7519

0017

7517

7519

00St

orag

e Len

gth (m

)0.0

0.070

.00.0

12.0

0.040

.00.0

Stor

age L

anes

00

01

10

10

Tape

r Len

gth (m

)0.0

7.57.5

7.5La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

0.95

0.95

1.00

0.95

0.95

Ped B

ike F

actor

0.96

0.95

0.98

1.00

0.99

0.99

1.00

Frt

0.929

0.850

0.987

0.996

Flt P

rotec

ted0.9

820.9

600.9

500.9

50Sa

td. F

low (p

rot)

013

440

015

6614

7116

6831

690

1651

3254

0Flt

Per

mitte

d0.8

820.7

880.2

370.2

35Sa

td. F

low (p

erm)

012

050

012

2214

4641

431

690

404

3254

0Ri

ght T

urn o

n Red

Yes

Yes

Yes

Yes

Satd.

Flow

(RTO

R)21

237

103

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)61

.210

0.863

.690

.2Tr

avel

Time (

s)3.7

6.03.8

5.4Co

nfl. P

eds.

(#/hr

)5

6262

520

4747

20Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

0%0%

0%0%

0%0%

0%3%

4%1%

2%0%

Adj. F

low (v

ph)

154

2174

1428

218

864

8218

811

6128

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

040

00

8828

218

946

018

811

890

Turn

Typ

ePe

rmNA

pm+p

tNA

Perm

Perm

NApm

+pt

NAPr

otecte

d Pha

ses

43

82

16

Perm

itted P

hase

s4

88

26

Detec

tor P

hase

44

38

82

21

6Sw

itch P

hase

Minim

um In

itial (s

)8.0

8.05.0

8.08.0

38.0

38.0

5.038

.0Mi

nimum

Spli

t (s)

41.8

41.8

9.041

.841

.844

.044

.09.0

44.0

Total

Spli

t (s)

41.8

41.8

11.0

41.8

41.8

44.0

44.0

13.2

44.0

Total

Spli

t (%

)38

.0%38

.0%10

.0%38

.0%38

.0%40

.0%40

.0%12

.0%40

.0%Ye

llow

Time (

s)4.0

4.03.0

4.04.0

4.04.0

3.04.0

All-R

ed T

ime (

s)2.0

2.01.0

2.02.0

2.02.0

1.02.0

Lost

Time A

djust

(s)-2

.0-2

.0-2

.0-2

.0-2

.00.0

-2.0

Total

Lost

Time (

s)4.0

4.04.0

4.04.0

4.04.0

Lead

/Lag

Lag

Lag

Lead

Lag

Lag

Lead

Lead

-Lag

Opti

mize

?Re

call M

ode

None

None

None

None

None

C-Ma

xC-

Max

None

C-Ma

xAc

t Effc

t Gre

en (s

)15

.815

.815

.869

.069

.086

.286

.2Ac

tuated

g/C

Ratio

0.14

0.14

0.14

0.63

0.63

0.78

0.78

v/c R

atio

0.21

0.50

0.69

0.07

0.48

0.40

0.47

Contr

ol De

lay25

.252

.318

.111

.913

.06.1

5.2Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

25.2

52.3

18.1

11.9

13.0

6.15.2

LOS

CD

BB

BA

AAp

proa

ch D

elay

25.2

26.2

13.0

5.3

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 2

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RAp

proa

ch LO

SC

CB

AQu

eue L

ength

50th

(m)

3.818

.79.2

1.554

.48.2

38.1

Queu

e Len

gth 95

th (m

)13

.232

.835

.36.1

92.0

19.0

67.5

Inter

nal L

ink D

ist (m

)37

.276

.839

.666

.2Tu

rn B

ay Le

ngth

(m)

12.0

40.0

Base

Cap

acity

(vph

)42

754

277

325

919

9046

825

51St

arva

tion C

ap R

educ

tn0

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

Redu

ced v

/c Ra

tio0.0

90.1

60.3

60.0

70.4

80.4

00.4

7

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 11

0Of

fset: 6

9.3 (6

3%),

Refer

ence

d to p

hase

2:NB

TL an

d 6:S

BTL,

Star

t of G

reen

Natur

al Cy

cle: 1

05Co

ntrol

Type

: Actu

ated-

Coor

dinate

dMa

ximum

v/c R

atio:

0.69

Inter

secti

on S

ignal

Delay

: 11.1

Inter

secti

on LO

S: B

Inter

secti

on C

apac

ity U

tiliza

tion 1

01.8%

ICU

Leve

l of S

ervic

e GAn

alysis

Per

iod (m

in) 15

Splits

and P

hase

s:

1: W

estm

ount

Road

& W

estco

urt P

lace/F

ather

Dav

id Ba

uer D

rive

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 3

Lane

Gro

upEB

TEB

RW

BLW

BTNB

LNB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

277

3114

356

1817

Futur

e Volu

me (v

ph)

277

3114

356

1817

Ideal

Flow

(vphp

l)16

5019

0017

7519

0017

7517

50St

orag

e Len

gth (m

)0.0

80.0

0.00.0

Stor

age L

anes

01

11

Tape

r Len

gth (m

)7.5

0.0La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.986

0.850

Flt P

rotec

ted0.9

500.9

50Sa

td. F

low (p

rot)

1568

016

6818

7916

6814

71Flt

Per

mitte

d0.9

500.9

50Sa

td. F

low (p

erm)

1568

016

6818

7916

6814

71Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)10

0.899

.292

.1Tr

avel

Time (

s)6.0

6.05.5

Confl

. Ped

s. (#

/hr)

88

13

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)2%

8%0%

0%0%

0%Ad

j. Flow

(vph

)27

731

1435

618

17Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)30

80

1435

618

17Si

gn C

ontro

lFr

eeFr

eeSt

op

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 3

0.0%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 4

Move

ment

EBT

EBR

WBL

WBT

NBL

NBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

277

3114

356

1817

Futur

e Volu

me (V

eh/h)

277

3114

356

1817

Sign

Con

trol

Free

Free

Stop

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

277

3114

356

1817

Pede

strian

s1

38

Lane

Widt

h (m)

3.53.5

3.5W

alking

Spe

ed (m

/s)1.2

1.21.2

Perce

nt Bl

ocka

ge0

01

Righ

t turn

flare

(veh

)Me

dian t

ype

None

None

Media

n stor

age v

eh)

Upstr

eam

signa

l (m)

101

pX, p

latoo

n unb

locke

d0.9

80.9

80.9

8vC

, con

flictin

g volu

me31

668

630

4vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l29

567

128

2tC

, sing

le (s)

4.16.4

6.2tC

, 2 st

age (

s)tF

(s)

2.23.5

3.3p0

queu

e fre

e %99

9698

cM ca

pacit

y (ve

h/h)

1248

410

742

Dire

ction

, Lan

e #EB

1W

B 1

WB

2NB

1NB

2Vo

lume T

otal

308

1435

618

17Vo

lume L

eft0

140

180

Volum

e Righ

t31

00

017

cSH

1700

1248

1700

410

742

Volum

e to C

apac

ity0.1

80.0

10.2

10.0

40.0

2Qu

eue L

ength

95th

(m)

0.00.3

0.01.1

0.6Co

ntrol

Delay

(s)

0.07.9

0.014

.210

.0La

ne LO

SA

BA

Appr

oach

Dela

y (s)

0.00.3

12.1

Appr

oach

LOS

B

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.8

Inter

secti

on C

apac

ity U

tiliza

tion

30.0%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 5

Lane

Gro

upW

BLW

BRNB

TNB

RSB

LSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

2313

983

942

7911

85Fu

ture V

olume

(vph

)23

139

839

4279

1185

Ideal

Flow

(vphp

l)17

7517

5017

7519

0017

7519

00St

orag

e Len

gth (m

)0.0

0.00.0

13.0

Stor

age L

anes

11

01

Tape

r Len

gth (m

)0.0

7.5La

ne U

til. F

actor

1.00

1.00

0.95

0.95

1.00

0.95

Ped B

ike F

actor

Frt

0.850

0.993

Flt P

rotec

ted0.9

500.9

50Sa

td. F

low (p

rot)

1603

1471

3220

016

6835

00Flt

Per

mitte

d0.9

500.9

50Sa

td. F

low (p

erm)

1603

1471

3220

016

6835

00Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)46

.913

4.663

.6Tr

avel

Time (

s)2.8

8.13.8

Confl

. Ped

s. (#

/hr)

11

2525

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)4%

0%3%

0%0%

2%Ad

j. Flow

(vph

)23

139

839

4279

1185

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

2313

988

10

7911

85Si

gn C

ontro

lSt

opFr

eeFr

ee

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 4

4.7%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 6

Move

ment

WBL

WBR

NBT

NBR

SBL

SBT

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

2313

983

942

7911

85Fu

ture V

olume

(Veh

/h)23

139

839

4279

1185

Sign

Con

trol

Stop

Free

Free

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

2313

983

942

7911

85Pe

destr

ians

251

1La

ne W

idth (

m)3.5

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

1.2Pe

rcent

Bloc

kage

20

0Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eTW

LTL

None

Media

n stor

age v

eh)

2Up

strea

m sig

nal (m

)33

264

pX, p

latoo

n unb

locke

d0.9

30.8

90.8

9vC

, con

flictin

g volu

me16

3646

690

6vC

1, sta

ge 1

conf

vol

885

vC2,

stage

2 co

nf vo

l75

2vC

u, un

block

ed vo

l10

2016

065

2tC

, sing

le (s)

6.96.9

4.1tC

, 2 st

age (

s)5.9

tF (s

)3.5

3.32.2

p0 qu

eue f

ree %

9482

90cM

capa

city (

veh/h

)35

575

482

5

Dire

ction

, Lan

e #W

B 1

WB

2NB

1NB

2SB

1SB

2SB

3Vo

lume T

otal

2313

955

932

279

592

592

Volum

e Left

230

00

790

0Vo

lume R

ight

013

90

420

00

cSH

355

754

1700

1700

825

1700

1700

Volum

e to C

apac

ity0.0

60.1

80.3

30.1

90.1

00.3

50.3

5Qu

eue L

ength

95th

(m)

1.75.4

0.00.0

2.50.0

0.0Co

ntrol

Delay

(s)

15.8

10.8

0.00.0

9.80.0

0.0La

ne LO

SC

BA

Appr

oach

Dela

y (s)

11.6

0.00.6

Appr

oach

LOS

B

Inter

secti

on S

umma

ryAv

erag

e Dela

y 1.1

Inter

secti

on C

apac

ity U

tiliza

tion

44.7%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 7

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

91

1812

40

111

774

511

375

1126

4Fu

ture V

olume

(vph

)9

118

124

011

17

745

113

7511

264

Ideal

Flow

(vphp

l)19

0019

0019

0017

7519

0017

5019

0017

7519

0017

7519

0019

00St

orag

e Len

gth (m

)0.0

0.00.0

0.025

.00.0

30.0

0.0St

orag

e Lan

es0

01

01

01

0Ta

per L

ength

(m)

0.00.0

7.57.5

Lane

Util.

Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

00.9

50.9

51.0

00.9

50.9

5Pe

d Bike

Fac

torFr

t0.9

130.8

500.9

800.9

99Flt

Pro

tected

0.984

0.950

0.950

0.950

Satd.

Flow

(pro

t)0

1688

016

1915

360

1785

3181

016

1934

970

Flt P

ermi

tted

0.984

0.950

0.950

0.950

Satd.

Flow

(per

m)0

1688

016

1915

360

1785

3181

016

1934

970

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)57

.560

.419

7.713

4.6Tr

avel

Time (

s)3.5

3.611

.98.1

Confl

. Ped

s. (#

/hr)

21

12

1327

2713

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

0%0%

3%0%

4%0%

3%1%

3%2%

0%Ad

j. Flow

(vph

)9

118

124

011

17

745

113

7511

264

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

028

012

411

10

785

80

7511

300

Sign

Con

trol

Stop

Stop

Free

Free

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 5

8.6%

ICU

Leve

l of S

ervic

e BAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 8

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

91

1812

40

111

774

511

375

1126

4Fu

ture V

olume

(Veh

/h)9

118

124

011

17

745

113

7511

264

Sign

Con

trol

Stop

Stop

Free

Free

Grad

e0%

0%0%

0%Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Hour

ly flo

w ra

te (vp

h)9

118

124

011

17

745

113

7511

264

Pede

strian

s13

271

2La

ne W

idth (

m)3.5

3.53.5

3.5W

alking

Spe

ed (m

/s)1.2

1.21.2

1.2Pe

rcent

Bloc

kage

12

00

Righ

t turn

flare

(veh

)Me

dian t

ype

None

TWLT

LMe

dian s

torag

e veh

)2

Upstr

eam

signa

l (m)

198

198

pX, p

latoo

n unb

locke

d0.9

00.9

00.9

00.9

00.9

00.8

50.9

00.8

5vC

, con

flictin

g volu

me17

9021

9057

915

7521

3645

811

4388

5vC

1, sta

ge 1

conf

vol

1291

1291

842

842

vC2,

stage

2 co

nf vo

l50

089

973

212

93vC

u, un

block

ed vo

l11

4415

8930

590

415

290

933

504

tC, s

ingle

(s)7.5

6.56.9

7.66.5

7.04.1

4.2tC

, 2 st

age (

s)6.5

5.56.6

5.5tF

(s)

3.54.0

3.33.5

4.03.3

2.22.2

p0 qu

eue f

ree %

9510

097

6410

088

9991

cM ca

pacit

y (ve

h/h)

181

207

619

340

212

892

659

870

Dire

ction

, Lan

e #EB

1W

B 1

WB

2NB

1NB

2NB

3SB

1SB

2SB

3Vo

lume T

otal

2812

411

17

497

361

7575

137

9Vo

lume L

eft9

124

07

00

750

0Vo

lume R

ight

180

111

00

113

00

4cS

H33

534

089

265

917

0017

0087

017

0017

00Vo

lume t

o Cap

acity

0.08

0.36

0.12

0.01

0.29

0.21

0.09

0.44

0.22

Queu

e Len

gth 95

th (m

)2.2

13.0

3.40.3

0.00.0

2.30.0

0.0Co

ntrol

Delay

(s)

16.7

21.5

9.610

.50.0

0.09.5

0.00.0

Lane

LOS

CC

AB

AAp

proa

ch D

elay (

s)16

.715

.90.1

0.6Ap

proa

ch LO

SC

C

Inter

secti

on S

umma

ryAv

erag

e Dela

y 2.1

Inter

secti

on C

apac

ity U

tiliza

tion

58.6%

ICU

Leve

l of S

ervic

e B

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 9

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

112

476

149

166

791

9131

066

454

152

952

166

Futur

e Volu

me (v

ph)

112

476

149

166

791

9131

066

454

152

952

166

Ideal

Flow

(vphp

l)17

7517

7519

0017

7519

0017

5017

7517

7519

0017

7519

0017

50St

orag

e Len

gth (m

)13

0.00.0

60.0

30.0

20.0

0.050

.050

.0St

orag

e Lan

es1

01

11

01

1Ta

per L

ength

(m)

7.57.5

7.57.5

Lane

Util.

Fac

tor1.0

00.9

50.9

51.0

00.9

51.0

01.0

00.9

50.9

51.0

00.9

51.0

0Pe

d Bike

Fac

tor0.9

90.9

90.9

90.9

50.9

91.0

00.9

90.9

3Fr

t0.9

640.8

500.9

890.8

50Flt

Pro

tected

0.950

0.950

0.950

0.950

Satd.

Flow

(pro

t)15

3031

410

1668

3535

1428

1668

3227

016

3535

3513

62Flt

Per

mitte

d0.1

440.2

460.1

090.3

21Sa

td. F

low (p

erm)

230

3141

042

935

3513

5919

032

270

545

3535

1273

Righ

t Tur

n on R

edYe

sYe

sYe

sYe

sSa

td. F

low (R

TOR)

3914

99

149

Link S

peed

(k/h)

6060

6060

Link D

istan

ce (m

)20

2.314

2.015

8.319

7.7Tr

avel

Time (

s)12

.18.5

9.511

.9Co

nfl. P

eds.

(#/hr

)35

2121

3553

3636

53Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Heav

y Veh

icles

(%)

9%2%

0%0%

1%3%

0%2%

0%2%

1%8%

Adj. F

low (v

ph)

112

476

149

166

791

9131

066

454

152

952

166

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

112

625

016

679

191

310

718

015

295

216

6Tu

rn T

ype

pm+p

tNA

pm+p

tNA

Perm

pm+p

tNA

pm+p

tNA

Perm

Prote

cted P

hase

s7

43

85

21

6Pe

rmitte

d Pha

ses

48

82

66

Detec

tor P

hase

74

38

85

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

5.031

.05.0

31.0

31.0

5.032

.05.0

32.0

32.0

Minim

um S

plit (

s)9.0

37.0

9.037

.037

.09.0

38.0

9.038

.038

.0To

tal S

plit (

s)10

.038

.010

.038

.038

.024

.047

.015

.038

.038

.0To

tal S

plit (

%)

9.1%

34.5%

9.1%

34.5%

34.5%

21.8%

42.7%

13.6%

34.5%

34.5%

Yello

w Tim

e (s)

3.04.0

3.04.0

4.03.0

4.03.0

4.04.0

All-R

ed T

ime (

s)1.0

2.01.0

2.02.0

1.02.0

1.02.0

2.0Lo

st Tim

e Adju

st (s)

0.0-2

.00.0

-2.0

-2.0

0.0-2

.00.0

-2.0

-2.0

Total

Lost

Time (

s)4.0

4.04.0

4.04.0

4.04.0

4.04.0

4.0Le

ad/La

gLe

adLa

gLe

adLa

gLa

gLe

adLa

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eNo

neNo

neNo

neNo

neNo

neNo

neMa

xNo

neMa

xMa

xAc

t Effc

t Gre

en (s

)39

.433

.439

.433

.433

.457

.043

.144

.634

.734

.7Ac

tuated

g/C

Ratio

0.36

0.31

0.36

0.31

0.31

0.53

0.40

0.41

0.32

0.32

v/c R

atio

0.72

0.63

0.74

0.73

0.17

0.89

0.56

0.47

0.84

0.33

Contr

ol De

lay50

.333

.545

.938

.21.4

54.5

27.2

19.7

42.9

8.0Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Dela

y50

.333

.545

.938

.21.4

54.5

27.2

19.7

42.9

8.0LO

SD

CD

DA

DC

BD

AAp

proa

ch D

elay

36.0

36.2

35.4

35.5

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 10

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RAp

proa

ch LO

SD

DD

DQu

eue L

ength

50th

(m)

16.1

59.5

24.6

83.4

0.050

.663

.516

.810

5.12.7

Queu

e Len

gth 95

th (m

)#3

6.179

.5#4

9.810

6.32.2

#99.3

84.4

28.9

#141

.818

.8Int

erna

l Link

Dist

(m)

178.3

118.0

134.3

173.7

Turn

Bay

Leng

th (m

)13

0.060

.030

.020

.050

.050

.0Ba

se C

apac

ity (v

ph)

155

1012

224

1109

528

372

1287

340

1131

508

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

Redu

ced v

/c Ra

tio0.7

20.6

20.7

40.7

10.1

70.8

30.5

60.4

50.8

40.3

3

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 10

8.4Na

tural

Cycle

: 95

Contr

ol Ty

pe: A

ctuate

d-Un

coor

dinate

dMa

ximum

v/c R

atio:

0.89

Inter

secti

on S

ignal

Delay

: 35.8

Inter

secti

on LO

S: D

Inter

secti

on C

apac

ity U

tiliza

tion 9

4.1%

ICU

Leve

l of S

ervic

e FAn

alysis

Per

iod (m

in) 15

# 9

5th pe

rcenti

le vo

lume e

xcee

ds ca

pacit

y, qu

eue m

ay be

long

er.

Q

ueue

show

n is m

axim

um af

ter tw

o cyc

les.

Splits

and P

hase

s:

5: W

estm

ount

Road

& E

rb S

treet

Wes

t

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 11

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

1564

26

2397

048

40

2093

194

Futur

e Volu

me (v

ph)

1564

26

2397

048

40

2093

194

Ideal

Flow

(vphp

l)19

0016

5019

0019

0016

5019

0019

0015

5019

0019

0015

5019

00La

ne U

til. F

actor

0.95

0.95

0.95

0.95

0.95

0.95

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.999

0.993

0.887

0.932

Flt P

rotec

ted0.9

990.9

990.9

920.9

76Sa

td. F

low (p

rot)

030

350

030

190

013

490

013

940

Flt P

ermi

tted

0.999

0.999

0.992

0.976

Satd.

Flow

(per

m)0

3035

00

3019

00

1349

00

1394

0Lin

k Spe

ed (k

/h)60

6060

60Lin

k Dist

ance

(m)

133.3

150.2

112.8

132.3

Trav

el Tim

e (s)

8.09.0

6.87.9

Confl

. Ped

s. (#

/hr)

1211

1112

53

35

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

2%0%

0%1%

20%

0%0%

0%0%

0%0%

Adj. F

low (v

ph)

1564

26

2397

048

40

2093

194

Shar

ed La

ne T

raffic

(%)

Lane

Gro

up F

low (v

ph)

066

30

010

410

024

00

188

0Si

gn C

ontro

lFr

eeFr

eeSt

opSt

op

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 7

8.8%

ICU

Leve

l of S

ervic

e DAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 12

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

1564

26

2397

048

40

2093

194

Futur

e Volu

me (V

eh/h)

1564

26

2397

048

40

2093

194

Sign

Con

trol

Free

Free

Stop

Stop

Grad

e0%

0%0%

0%Pe

ak H

our F

actor

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Hour

ly flo

w ra

te (vp

h)15

642

623

970

484

020

931

94Pe

destr

ians

53

1112

Lane

Widt

h (m)

3.53.5

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

1.21.2

Perce

nt Bl

ocka

ge0

01

1Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eNo

neNo

neMe

dian s

torag

e veh

)Up

strea

m sig

nal (m

)27

5pX

, plat

oon u

nbloc

ked

0.91

0.91

0.91

0.91

0.91

0.91

vC, c

onflic

ting v

olume

1030

659

1316

1762

338

1426

1741

526

vC1,

stage

1 co

nf vo

lvC

2, sta

ge 2

conf

vol

vCu,

unblo

cked

vol

1030

421

1145

1636

6712

6616

1352

6tC

, sing

le (s)

4.14.1

7.56.5

6.97.5

6.56.9

tC, 2

stag

e (s)

tF (s

)2.2

2.23.5

4.03.3

3.54.0

3.3p0

queu

e fre

e %98

9896

100

9813

9981

cM ca

pacit

y (ve

h/h)

676

1034

108

8788

810

790

495

Dire

ction

, Lan

e #EB

1EB

2W

B 1

WB

2NB

1SB

1Vo

lume T

otal

336

327

508

533

2418

8Vo

lume L

eft15

023

04

93Vo

lume R

ight

06

048

2094

cSH

676

1700

1034

1700

402

175

Volum

e to C

apac

ity0.0

20.1

90.0

20.3

10.0

61.0

7Qu

eue L

ength

95th

(m)

0.50.0

0.50.0

1.573

.7Co

ntrol

Delay

(s)

0.70.0

0.60.0

14.5

142.3

Lane

LOS

AA

BF

Appr

oach

Dela

y (s)

0.40.3

14.5

142.3

Appr

oach

LOS

BF

Inter

secti

on S

umma

ryAv

erag

e Dela

y 14

.4Int

erse

ction

Cap

acity

Utili

zatio

n 78

.8%IC

U Le

vel o

f Ser

vice

DAn

alysis

Per

iod (m

in)15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 13

Lane

Gro

upEB

LEB

RNB

LNB

TSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

417

743

75

3Fu

ture V

olume

(vph

)4

177

437

53

Ideal

Flow

(vphp

l)17

6519

0019

0016

5016

5019

00La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

1.00

Ped B

ike F

actor

Frt

0.868

0.949

Flt P

rotec

ted0.9

990.9

59Sa

td. F

low (p

rot)

1513

00

1365

1548

0Flt

Per

mitte

d0.9

990.9

59Sa

td. F

low (p

erm)

1513

00

1365

1548

0Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)56

.113

2.361

.8Tr

avel

Time (

s)3.4

7.93.7

Confl

. Ped

s. (#

/hr)

83

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0He

avy V

ehicl

es (%

)0%

0%17

%0%

0%0%

Adj. F

low (v

ph)

417

743

75

3Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)18

10

050

80

Sign

Con

trol

Stop

Free

Free

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 2

8.9%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 14

Move

ment

EBL

EBR

NBL

NBT

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

417

743

75

3Fu

ture V

olume

(Veh

/h)4

177

437

53

Sign

Con

trol

Stop

Free

Free

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

417

743

75

3Pe

destr

ians

38

Lane

Widt

h (m)

3.53.5

Walk

ing S

peed

(m/s)

1.21.2

Perce

nt Bl

ocka

ge0

1Ri

ght tu

rn fla

re (v

eh)

Media

n typ

eNo

neNo

neMe

dian s

torag

e veh

)Up

strea

m sig

nal (m

)pX

, plat

oon u

nbloc

ked

vC, c

onflic

ting v

olume

108

108

vC1,

stage

1 co

nf vo

lvC

2, sta

ge 2

conf

vol

vCu,

unblo

cked

vol

108

108

tC, s

ingle

(s)6.4

6.24.3

tC, 2

stag

e (s)

tF (s

)3.5

3.32.4

p0 qu

eue f

ree %

100

8497

cM ca

pacit

y (ve

h/h)

864

1075

1519

Dire

ction

, Lan

e #EB

1NB

1SB

1Vo

lume T

otal

181

508

Volum

e Left

443

0Vo

lume R

ight

177

03

cSH

1069

1519

1700

Volum

e to C

apac

ity0.1

70.0

30.0

0Qu

eue L

ength

95th

(m)

4.90.7

0.0Co

ntrol

Delay

(s)

9.16.4

0.0La

ne LO

SA

AAp

proa

ch D

elay (

s)9.1

6.40.0

Appr

oach

LOS

A

Inter

secti

on S

umma

ryAv

erag

e Dela

y 8.2

Inter

secti

on C

apac

ity U

tiliza

tion

28.9%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 15

Lane

Gro

upEB

LEB

TW

BTW

BRSB

LSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

068

310

3039

021

Futur

e Volu

me (v

ph)

068

310

3039

021

Ideal

Flow

(vphp

l)19

0019

0019

0019

0019

0019

00La

ne U

til. F

actor

1.00

0.95

0.95

0.95

1.00

1.00

Frt

0.995

0.865

Flt P

rotec

tedSa

td. F

low (p

rot)

035

0034

820

015

93Flt

Per

mitte

dSa

td. F

low (p

erm)

035

0034

820

015

93Lin

k Spe

ed (k

/h)60

6060

Link D

istan

ce (m

)14

2.013

3.391

.5Tr

avel

Time (

s)8.5

8.05.5

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ad

j. Flow

(vph

)0

683

1030

390

21Sh

ared

Lane

Tra

ffic (%

)La

ne G

roup

Flow

(vph

)0

683

1069

00

21Si

gn C

ontro

lFr

eeFr

eeSt

op

Inter

secti

on S

umma

ryAr

ea T

ype:

Othe

rCo

ntrol

Type

: Uns

ignali

zed

Inter

secti

on C

apac

ity U

tiliza

tion 3

9.7%

ICU

Leve

l of S

ervic

e AAn

alysis

Per

iod (m

in) 15

1802

89 -

Wes

tmou

nt Pl

ace

Para

digm

Tran

spor

tation

Solu

tions

Limi

tedSy

nchr

o 9 R

epor

tPa

ge 16

Move

ment

EBL

EBT

WBT

WBR

SBL

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (ve

h/h)

068

310

3039

021

Futur

e Volu

me (V

eh/h)

068

310

3039

021

Sign

Con

trol

Free

Free

Stop

Grad

e0%

0%0%

Peak

Hou

r Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

0Ho

urly

flow

rate

(vph)

068

310

3039

021

Pede

strian

sLa

ne W

idth (

m)W

alking

Spe

ed (m

/s)Pe

rcent

Bloc

kage

Righ

t turn

flare

(veh

)Me

dian t

ype

None

None

Media

n stor

age v

eh)

Upstr

eam

signa

l (m)

142

pX, p

latoo

n unb

locke

d0.8

7vC

, con

flictin

g volu

me10

3013

9153

4vC

1, sta

ge 1

conf

vol

vC2,

stage

2 co

nf vo

lvC

u, un

block

ed vo

l10

3011

4453

4tC

, sing

le (s)

4.16.8

6.9tC

, 2 st

age (

s)tF

(s)

2.23.5

3.3p0

queu

e fre

e %10

010

096

cM ca

pacit

y (ve

h/h)

670

168

490

Dire

ction

, Lan

e #EB

1EB

2W

B 1

WB

2SB

1Vo

lume T

otal

342

342

687

382

21Vo

lume L

eft0

00

00

Volum

e Righ

t0

00

3921

cSH

1700

1700

1700

1700

490

Volum

e to C

apac

ity0.2

00.2

00.4

00.2

20.0

4Qu

eue L

ength

95th

(m)

0.00.0

0.00.0

1.1Co

ntrol

Delay

(s)

0.00.0

0.00.0

12.7

Lane

LOS

BAp

proa

ch D

elay (

s)0.0

0.012

.7Ap

proa

ch LO

SB

Inter

secti

on S

umma

ryAv

erag

e Dela

y 0.2

Inter

secti

on C

apac

ity U

tiliza

tion

39.7%

ICU

Leve

l of S

ervic

e A

Analy

sis P

eriod

(min)

15



Appendix G OTM Signal Warrants

OTM Signal WarrantsAppendix HWestmount Place Mixed-Use Development TIS

180289

OTM Signal WarrantsAppendix HWestmount Place Mixed-Use Development TIS

180289

Documents

Westmount Place Mixed-Use Development Transportation ... · Westmount Road North at Erb Street West, where the 95. th. percentile queue length is forecast to extend beyond the storage