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CANADIAN TRANSIT COMPANY Ambassador Bridge Enhancement Project

Avalon Consulting Professionals of Ontario, LLP Submitted in December 2007, updated in April 2011, and revised in May 2012

CEAA ENVIRONMENTAL ENVIRONMENTAL IMPACT ASSESSMENT

AMBASSADOR BRIDGE ENHANCEMENT PROJECT Replacement Span and Plaza Expansion

APPENDIX Q

TRAFFIC ANALYSIS FOR

CANADA BORDER SERVICES AGENCY AMBASSADOR BRIDGE PLAZA MASTER

PLAN

Traffic Analysis for

Canada Border Services Agency Ambassador Bridge Plaza Master Plan

Prepared By:

24 Jarvis Street Fort Erie, Ontario, L2A 2S1 Canada

ACE Project No: 5109964

March 2012

i

TABLE OF CONTENTS

Page 1.0 TRAFFIC DATA COLLECTION .......................................................................... 1 2.0 TRAFFIC ANALYSIS ........................................................................................... 2

ii

LIST OF TABLES Table 2-1 Existing Conditions - AM/PM Intersection Level of Service Summary……….5 Table 2-2 Detour Conditions with No Improvements - AM/PM Intersection Level of Service Summary…………………………………………………………...……………..9 Table 2-3 Detour Conditions with Improvements - AM/PM Intersection Level of Service Summary…………………………………………………………………...…………….12

LIST OF FIGURES Figure 2-1 – Existing Year 2012 AM (PM) Peak Hour Traffic Volumes .......................... 3 Figure 2-2 – Existing Geometry ......................................................................................... 4 Figure 2-3 – Existing Year 2012 AM (PM) Detour Peak Hour Traffic Volumes .............. 7 Figure 2-4 – Improved Geometry under Detour Scenario ................................................ 11

LIST OF APPENDICES A. TRAFFIC COUNTS B. TRAFFIC REDISTRIBUTION C. TRAFFIC ANALYSIS C1. 2012 EXISTING ANALYSIS C2. 2012 DETOUR ANALYSIS WITH NO IMPROVEMENTS C3. 2012 DETOUR ANALYSIS WITH IMPROVEMENTS

1

1.0 TRAFFIC DATA COLLECTION

Traffic data including 72 hour bi-directional classification counts and 6 hour vehicle

turning movement counts were conducted for this study during the month of February,

2012.

72 hour machine bi-directional classification counts were conducted between February 7,

2012 and February 9, 2012 at the locations listed below.

Huron Church Road - South of Wyandotte Street

Wyandotte Street - West of Huron Church Road

Indian Road - South of Wyandotte Street

College Avenue - West of Huron Church Road

Manual 6- hour vehicle turning movement counts were conducted on February 8, 2012

for the morning, midday and evening peak hours (from 7:00 am - 9:00 am, 11:00 am -

1:00 pm and 4:00 pm – 6:00 pm). The turning movement counts were conducted at the

four intersections listed below.

College Avenue @ Huron Church Road (signalized)

Mill Street @ Indian Road (un-signalized)

Indian Road @ Wyandotte Street (un-signalized)

Huron Church Road @ Wyandotte Street (signalized)

The count location map and the detail data regarding all the traffic counts collected have

been included in Appendix A.

2

2.0 TRAFFIC ANALYSIS

A traffic analysis was performed as a part of this study in order to evaluate the detour

scenario when Huron Church Road is closed in both the northbound and the southbound

direction between Wyandotte Street and the Toll Plaza. Analyses were conducted for the

existing scenario, detour scenario without any improvements to the existing network and

detour scenario with improvements to the existing network. The truck percentages used

in the analyses have been obtained from the actual peak hour turning movement counts.

The existing year 2012 AM and PM peak hour traffic volumes are shown in Figure 2-1.

The existing geometry is shown in Figure 2-2. An intersection analysis with the existing

geometry and the 2012 traffic volumes was performed using the Highway Capacity

Software (HCS+) for the signalized and the un-signalized study intersections to

determine the existing level of service, volume to capacity (v/c) ratio and delay during

the AM and PM peak hours. The HCS worksheets are included in Appendix C1. The

results of the existing analysis are summarized in Table 2-1.

5

Table 2-1

Existing Conditions - AM/PM Intersection Level of Service and Delay Summary

Intersection (Control)

Movement

AM Peak Hour PM Peak Hour By Movement Overall By Movement Overall

LOS Delay

(Sec/Veh) V/C LOSDelay

(Sec/Veh) LOSDelay


(Sec/Veh) Indian Road

at Mill Street (Stop

Controlled)

EBL A 7.3 0.00

A 8.5

A 7.2 0.00

A 8.3 SBLTR A 8.5 0.00 A 8.3 0.00

Indian Road at

Wyandotte Street (Stop

Controlled)

EBL A 7.4 0.01

B 10.0

A 7.5 0.00

B 10.6 WBL A 7.5 0.00 A 7.5 0.00

NBLTR A 9.0 0.00 A 9.2 0.01

SBLTR B 10.0 0.01 B 10.6 0.02

Huron Church Road at College Avenue

(Signalized)

EBL C 28.7 0.27

C 20.9

C 27.4 0.12

C 22.5

EBTR C 28.6 0.29 C 28.4 0.27

WBL C 29.7 0.35 D 38.2 0.68

WBT C 27.9 0.19 C 28.5 0.27

WBR C 27.1 0.09 C 26.9 0.06

NBL C 30.3 0.29 D 37.8 0.32

NBTR B 17.8 0.62 C 24.3 0.60

SBL D 36.2 0.10 C 28.7 0.09

SBTR C 21.5 0.36 B 17.2 0.57

Huron Church Road at

Wyandotte Street

(Signalized)

EBLTR C 21.3 0.31

B 17.4

C 21.1 0.30

C 20.1

WBLTR C 22.7 0.49 C 29.1 0.68

NBLTR A 8.7 0.02 A 9.0 0.08

SBL A 9.1 0.11 A 9.4 0.15

SBTR B 10.1 0.27 B 10.9 0.37

The level of service results from the existing analysis show that all the study intersections

operate at acceptable level of service under the existing scenario.

6

Detour Condition

Traffic was reassigned in the existing roadway network reflecting the detour which will

occur when Huron Church Road is closed in both the northbound and the southbound

direction between Wyandotte Street and the Toll Plaza. The redistributed AM and PM

peak hour traffic volumes for the year 2012 are shown in Figure 2-3. The redistribution

of the traffic has been included in Appendix B.

Under the detour scenario, Indian Road will be extended to College Avenue.

8

Detour Analysis

Analysis was conducted for the detour scenario without any improvements to the existing

network with the existing control at each intersection and analysis was also conducted to

identify the improvements to the existing network under the detour scenario for traffic

operation at acceptable level of service.

Detour Analysis with No Improvement

An intersection analysis with the existing volumes and geometry with the proposed

detour was performed using the Highway Capacity Software (HCS+) for the signalized

and un-signalized study intersections to determine the level of service, volume to

capacity (v/c) ratio and delay during the AM and PM peak hours. The HCS worksheets

are included in Appendix C2. The results of the detour analysis without any

improvements are summarized in Table 2-2.

9

Table 2-2

Detour Conditions with No Improvements - AM/PM Intersection Level of Service and Delay Summary


Movement

AM Peak Hour PM Peak Hour Movement Overall Movement Overall

LOS Delay


(Sec/Veh) LOSDelay


(Sec/Veh) Indian Road Extended at

College Avenue (Stop

Controlled)

EBL A 7.8 0.00

D 31.4

A 8.0 0.00

F 194.7 SBLR D 31.4 0.75 F 194.7 1.35

Indian Road at

Wyandotte Street (Stop

Controlled)

EBL A 7.4 0.01

C 22.6

A 7.5 0.00

F 574.3 WBL A 8.3 0.24 A 9.4 0.44

NBLTR C 16.9 0.11 F 307.7 1.40

SBLTR C 22.6 0.04 F 574.3 0.93


(Signalized)

EBL C 27.1 0.23

C 24.8

B 17.8 0.07

D 43.1

EBTR C 33.5 0.70 C 25.5 0.68

WBL D 39.1 0.63 F 144.9 1.14

WBT C 26.4 0.16 B 18.5 0.15

WBR C 25.7 0.07 B 17.5 0.03

NBL C 33.9 0.41 F 106.2 0.99

NBTR C 20.5 0.64 D 48.4 0.89

SBL D 38.7 0.10 C 33.0 0.10

SBTR C 22.8 0.23 C 30.1 0.66


Wyandotte Street

(Signalized)

EBLT C 20.9 0.27

B 17.7

C 20.6 0.24

B 18.9 WBTR C 22.3 0.44 C 24.5 0.61

SBL A 9.0 0.08 A 9.1 0.10

SBR B 11.0 0.37 B 11.5 0.43

The level of service results from the detour analysis without improvements show that the

study intersections of Indian Road at Wyandotte Street and Indian Road Extended at

College Avenue will not operate at an acceptable level of service C or better. Also, the

intersection of Huron Church Road at College Avenue shows westbound left and

northbound left movements are not operating at acceptable level of services.

10

Detour Analysis with Improvement

Additional improvements were identified that will be needed for the operation of the

study intersections at an acceptable level of service under the detour scenario. These

additional needed improvements are listed below and are shown in Figure 2-4.

Signalization of the intersection of Indian Road at Wyandotte Street.

Signalization of the intersection of Indian Road Extended at College

Avenue.

Conversion of the eastbound shared right-through lane for the intersection

of Huron Church Road at College Avenue to an exclusive right turn lane.

An intersection analysis with these improvements which are also shown in Figure 2-4

and the 2012 detour traffic volumes was performed using the Highway Capacity Software

(HCS+) for the signalized study intersections to determine the level of service, volume to

capacity (v/c) ratio and delay during the AM and PM peak hours. The HCS worksheets

are included in Appendix C3. The results of the detour analysis with improvements are

summarized in Table 2-3.

12

Table 2-3

Detour Conditions with Improvements - AM/PM Intersection Level of Service and Delay Summary


Movement

AM Peak Hour PM Peak Hour Movement Overall Movement Overall

LOS Delay

(Sec/Veh) V/C LOS Delay

(Sec/Veh) LOSDelay

(Sec/Veh) V/C LOS Delay

(Sec/Veh)Indian Road Extended at

College Avenue

(Signalized)

EBL B 20.0 0.53

B 16.3

B 18.9 0.44

B 19.9 WBTR B 18.9 0.43 C 21.5 0.60

SBLR B 11.5 0.43 B 19.5 0.79

Indian Road at

Wyandotte Street

(Signalized)

EBLTR B 19.6 0.27

B 10.2

C 20.8 0.26

C 20.2 WBLTR A 4.9 0.46 B 17.8 0.86

NBLTR C 31.8 0.19 C 32.6 0.52

SBLTR C 30.9 0.05 C 28.4 0.05


(Signalized -Revised Eastbound Geometry)

EBL C 27.1 0.23

C 22.8

C 25.5 0.09

C 31.8

EBT C 27.2 0.26 C 26.6 0.21

EBR C 23.4 0.67 C 33.1 0.89

WBL C 27.5 0.27 C 29.7 0.46

WBT C 26.4 0.16 C 26.5 0.20

WBR C 25.7 0.07 C 25.0 0.04

NBL C 33.9 0.41 D 46.4 0.65

NBTR C 20.5 0.64 D 36.5 0.70

SBL D 38.7 0.10 C 30.4 0.08

SBTR C 22.8 0.23 C 26.6 0.56


Wyandotte Street

(Signalized)

EBLT C 20.9 0.27

B 17.7

C 20.6 0.24

B 18.9 WBTR C 22.3 0.44 C 24.5 0.61

SBL A 9.0 0.08 A 9.1 0.10

SBR B 11.0 0.37 B 11.5 0.43

Based on the traffic analysis conducted with all the recommended improvements, the

study intersections will operate at an acceptable level of service under the detour

condition.

APPENDICES

APPENDIX A

TRAFFIC COUNTS

Traffic Analysis for Canada Border Services AgencyAmbassador Bridge Plaza Master Plan

72-Hour Classification Bi-directional Machine Counts

Turning Movement Counts (6 Hours)

N

FIGURE 1Signalized Intersection

Un-Signalized Intersection

Site Code: 1Station ID: D9

Huron Church Rdbtw Wyandotte St - The Plaza

Date Start: 07-Feb-12Date End: 09-Feb-12

Your Company NameStreet Address

Location, Zip or Postal CodePhone or Tag Line

NBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

07/02/12 0 8 1 1 0 1 0 0 0 0 0 0 0 1101:00 0 3 2 0 0 0 0 0 0 0 0 0 0 502:00 0 1 0 0 0 0 0 1 0 0 0 0 0 203:00 0 1 0 1 0 0 0 0 0 0 0 0 0 204:00 0 3 3 0 0 0 0 0 0 0 0 0 0 605:00 0 8 1 0 1 1 0 0 0 0 0 0 0 1106:00 0 16 2 2 1 0 0 1 0 0 0 0 0 2207:00 0 20 5 1 4 0 0 0 0 0 0 0 0 3008:00 0 29 6 5 3 0 0 0 0 0 0 0 0 4309:00 0 19 6 2 0 0 1 0 0 0 0 0 0 2810:00 0 17 7 2 4 0 0 0 0 0 0 0 0 3011:00 0 29 2 3 3 1 0 0 0 0 0 0 0 38

12 PM 0 28 12 1 1 0 0 0 0 0 0 0 0 4213:00 0 28 5 6 1 2 2 0 0 1 0 0 0 4514:00 0 35 10 3 4 1 2 0 0 0 0 0 0 5515:00 0 30 15 6 5 1 2 1 0 2 0 0 0 6216:00 0 62 17 3 1 5 2 0 2 0 0 0 0 9217:00 0 72 17 4 3 5 1 1 1 0 0 0 0 10418:00 0 57 17 6 1 3 1 0 0 0 0 0 0 8519:00 0 47 15 7 2 2 3 0 1 1 0 0 0 7820:00 0 68 15 11 4 0 1 0 0 1 0 0 0 10021:00 0 64 14 5 2 4 1 0 0 0 0 0 0 9022:00 0 46 19 6 3 0 0 0 0 0 0 0 0 7423:00 0 51 9 4 0 0 2 1 0 0 0 0 0 67

DayTotal

0 742 200 79 43 26 18 5 4 5 0 0 0 1122

Percent 0.0% 66.1% 17.8% 7.0% 3.8% 2.3% 1.6% 0.4% 0.4% 0.4% 0.0% 0.0% 0.0% AM Peak 08:00 10:00 08:00 07:00 00:00 09:00 02:00 08:00

Vol. 29 7 5 4 1 1 1 43PM Peak 17:00 22:00 20:00 15:00 16:00 19:00 15:00 16:00 15:00 17:00

Vol. 72 19 11 5 5 3 1 2 2 104







08/02/12 0 2 0 0 0 0 0 0 0 0 0 0 0 201:00 0 4 0 0 0 0 0 0 0 0 0 0 0 402:00 0 1 1 0 0 0 0 0 0 0 0 0 0 203:00 0 4 0 2 1 0 0 0 0 0 0 0 0 704:00 0 3 0 1 0 0 0 0 0 0 0 0 0 405:00 0 5 2 2 0 0 0 0 0 0 0 0 0 906:00 0 14 2 0 0 0 1 0 0 0 0 0 0 1707:00 0 15 3 2 0 0 0 0 0 0 0 0 0 2008:00 0 22 4 1 1 1 1 2 0 1 0 0 0 3309:00 0 13 6 2 1 0 1 0 0 0 0 0 0 2310:00 0 9 5 1 0 0 0 0 0 0 0 0 0 1511:00 0 18 6 3 0 3 0 0 0 0 0 0 0 30

12 PM 0 26 3 3 1 0 0 1 1 0 0 0 0 3513:00 0 32 11 3 4 2 0 0 0 1 0 0 0 5314:00 0 28 11 4 2 3 1 0 0 0 0 0 0 4915:00 0 37 16 2 1 3 0 0 0 1 0 0 0 6016:00 0 55 16 13 2 0 1 1 0 0 0 0 0 8817:00 0 69 22 6 7 4 0 0 1 2 0 0 0 11118:00 0 50 16 4 4 2 0 1 0 0 0 0 0 7719:00 0 51 11 3 2 0 1 0 0 1 0 0 0 6920:00 0 45 17 11 2 0 2 0 0 1 0 0 0 7821:00 0 47 13 6 3 3 3 1 1 0 0 0 0 7722:00 0 33 12 3 1 4 0 0 0 0 0 0 0 5323:00 0 22 8 2 2 0 0 0 0 0 0 0 0 34

DayTotal

0 605 185 74 34 25 11 6 3 7 0 0 0 950

Percent 0.0% 63.7% 19.5% 7.8% 3.6% 2.6% 1.2% 0.6% 0.3% 0.7% 0.0% 0.0% 0.0% AM Peak 08:00 09:00 11:00 03:00 11:00 06:00 08:00 08:00 08:00

Vol. 22 6 3 1 3 1 2 1 33PM Peak 17:00 17:00 16:00 17:00 17:00 21:00 12:00 12:00 17:00 17:00

Vol. 69 22 13 7 4 3 1 1 2 111







09/02/12 0 5 2 0 1 0 0 0 0 0 0 0 0 801:00 0 1 1 0 0 1 0 0 0 0 0 0 0 302:00 0 1 1 0 0 0 0 0 0 0 0 0 0 203:00 0 1 0 1 0 0 0 0 0 0 0 0 0 204:00 0 1 2 1 0 0 0 0 0 1 0 0 0 505:00 0 6 3 2 0 0 0 0 0 0 0 0 0 1106:00 0 18 1 2 1 0 0 0 0 1 0 0 0 2307:00 0 17 4 1 1 0 1 0 0 1 0 0 0 2508:00 0 17 9 1 2 0 3 1 0 0 0 0 0 3309:00 0 19 6 1 2 0 1 0 0 0 0 0 0 2910:00 0 17 4 0 1 1 0 0 0 0 0 0 0 2311:00 0 20 5 2 0 1 1 0 0 0 0 0 0 29

12 PM 0 31 4 2 0 0 1 0 1 0 0 0 0 3913:00 0 29 7 6 2 1 0 0 1 0 0 0 0 4614:00 0 38 7 2 2 2 0 1 0 1 0 0 0 5315:00 0 39 12 4 2 2 0 0 1 0 0 0 0 6016:00 0 58 18 2 5 3 0 0 1 0 0 0 0 8717:00 0 76 20 4 4 6 2 0 0 0 0 0 0 11218:00 0 62 13 5 3 1 3 0 0 2 0 0 0 8919:00 0 49 13 10 1 0 2 0 0 0 0 0 0 7520:00 0 65 9 6 5 0 1 0 2 1 0 0 0 8921:00 0 58 16 6 3 3 0 0 0 0 0 0 0 8622:00 0 38 10 7 4 1 0 0 0 0 0 0 0 6023:00 0 35 6 2 1 2 1 0 0 0 0 0 0 47

DayTotal

0 701 173 67 40 24 16 2 6 7 0 0 0 1036

Percent 0.0% 67.7% 16.7% 6.5% 3.9% 2.3% 1.5% 0.2% 0.6% 0.7% 0.0% 0.0% 0.0% AM Peak 11:00 08:00 05:00 08:00 01:00 08:00 08:00 04:00 08:00

Vol. 20 9 2 2 1 3 1 1 33PM Peak 17:00 17:00 19:00 16:00 17:00 18:00 14:00 20:00 18:00 17:00

Vol. 76 20 10 5 6 3 1 2 2 112

GrandTotal

0 2048 558 220 117 75 45 13 13 19 0 0 0 3108

Percent 0.0% 65.9% 18.0% 7.1% 3.8% 2.4% 1.4% 0.4% 0.4% 0.6% 0.0% 0.0% 0.0%






SBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

07/02/12 0 24 4 0 0 2 1 0 0 1 0 0 0 3201:00 0 15 3 0 0 0 1 0 0 0 0 0 0 1902:00 0 9 2 1 0 0 1 0 0 0 0 0 0 1303:00 0 9 2 0 0 0 0 0 0 0 0 0 0 1104:00 0 5 1 1 1 0 0 0 0 0 0 0 0 805:00 0 34 10 1 0 1 0 0 0 1 0 0 0 4706:00 0 78 19 5 3 4 0 0 1 0 0 0 0 11007:00 0 139 30 14 4 9 3 0 1 0 0 0 0 20008:00 0 245 67 17 10 4 3 1 2 1 0 2 0 35209:00 0 246 68 21 9 13 2 1 4 1 0 0 0 36510:00 0 236 74 24 4 7 2 1 2 0 0 2 0 35211:00 0 232 62 13 4 6 4 1 1 1 0 0 0 324

12 PM 0 248 75 21 8 7 2 2 1 2 0 0 0 36613:00 0 240 68 17 7 9 3 3 2 2 0 0 0 35114:00 0 266 82 22 11 9 5 1 1 1 0 2 0 40015:00 0 355 80 21 20 8 5 3 3 2 0 0 0 49716:00 0 376 111 30 25 7 11 4 3 6 0 1 0 57417:00 0 455 106 34 14 12 4 0 4 0 0 0 0 62918:00 0 263 78 16 11 5 4 0 0 1 0 0 0 37819:00 0 235 79 20 12 5 5 1 1 0 0 1 0 35920:00 0 173 62 15 10 1 2 0 0 0 0 0 0 26321:00 0 124 25 11 5 3 3 0 0 0 0 0 0 17122:00 0 69 24 11 1 1 3 1 1 1 0 0 0 11223:00 0 57 16 3 3 2 0 0 0 0 0 0 0 81

DayTotal

0 4133 1148 318 162 115 64 19 27 20 0 8 0 6014

Percent 0.0% 68.7% 19.1% 5.3% 2.7% 1.9% 1.1% 0.3% 0.4% 0.3% 0.0% 0.1% 0.0% AM Peak 09:00 10:00 10:00 08:00 09:00 11:00 08:00 09:00 00:00 08:00 09:00

Vol. 246 74 24 10 13 4 1 4 1 2 365PM Peak 17:00 16:00 17:00 16:00 17:00 16:00 16:00 17:00 16:00 14:00 17:00

Vol. 455 111 34 25 12 11 4 4 6 2 629







08/02/12 0 19 1 2 1 1 0 1 0 0 0 0 0 2501:00 0 9 4 0 0 0 0 0 0 0 0 0 0 1302:00 0 9 2 1 0 0 0 0 1 0 0 0 0 1303:00 0 4 1 1 2 0 0 2 0 0 0 0 0 1004:00 0 9 2 2 0 0 0 0 0 0 0 0 0 1305:00 0 22 6 1 2 2 1 1 0 0 0 0 0 3506:00 0 69 12 2 2 0 3 0 0 0 0 0 0 8807:00 0 124 35 13 5 5 1 0 1 2 0 0 0 18608:00 0 258 68 14 11 3 4 0 1 2 0 0 0 36109:00 0 214 48 22 14 3 2 2 3 2 0 1 0 31110:00 0 238 66 13 13 2 1 1 0 2 0 0 0 33611:00 0 260 61 23 11 8 3 1 1 0 0 0 0 368

12 PM 0 263 58 18 13 8 2 2 2 0 0 1 0 36713:00 0 253 68 21 9 8 3 0 1 0 0 0 0 36314:00 0 242 77 18 14 7 3 0 2 1 0 0 0 36415:00 0 361 87 19 16 13 6 3 4 3 0 2 0 51416:00 0 388 106 31 25 7 7 0 2 0 0 0 0 56617:00 0 467 111 40 17 13 5 2 3 2 0 1 0 66118:00 0 265 62 17 15 11 6 1 4 1 0 0 0 38219:00 0 258 68 23 9 5 7 1 1 3 0 1 0 37620:00 0 175 55 8 12 5 8 0 4 1 0 1 0 26921:00 0 105 23 13 2 2 3 0 0 1 0 0 0 14922:00 0 79 22 10 3 1 1 0 2 0 0 1 0 11923:00 0 50 15 3 2 3 0 1 0 1 0 0 0 75

DayTotal

0 4141 1058 315 198 107 66 18 32 21 0 8 0 5964

Percent 0.0% 69.4% 17.7% 5.3% 3.3% 1.8% 1.1% 0.3% 0.5% 0.4% 0.0% 0.1% 0.0% AM Peak 11:00 08:00 11:00 09:00 11:00 08:00 03:00 09:00 07:00 09:00 11:00

Vol. 260 68 23 14 8 4 2 3 2 1 368PM Peak 17:00 17:00 17:00 16:00 15:00 20:00 15:00 15:00 15:00 15:00 17:00

Vol. 467 111 40 25 13 8 3 4 3 2 661







09/02/12 0 16 4 1 1 1 0 0 1 0 0 0 0 2401:00 0 8 5 2 0 1 0 0 1 0 0 0 0 1702:00 0 6 3 1 0 0 1 0 0 0 0 0 0 1103:00 0 8 1 0 0 0 0 0 0 0 0 0 0 904:00 0 4 3 0 1 0 0 0 0 0 0 0 0 805:00 0 33 9 1 2 1 0 0 0 0 0 1 0 4706:00 0 69 24 5 1 1 1 0 1 1 0 1 0 10407:00 0 137 44 11 2 3 3 0 0 0 0 1 0 20108:00 0 237 64 19 12 8 7 0 5 1 0 2 0 35509:00 0 231 63 14 17 7 2 1 2 1 0 0 0 33810:00 0 235 60 11 7 9 3 1 3 1 0 0 0 33011:00 0 231 65 17 7 7 5 0 4 1 0 2 0 339

12 PM 0 264 71 17 13 7 1 0 2 2 0 0 0 37713:00 0 244 77 16 8 9 1 1 3 0 0 0 0 35914:00 0 257 81 18 7 4 7 0 3 1 0 0 0 37815:00 0 346 95 21 19 6 5 1 2 1 0 0 0 49616:00 0 405 116 28 13 11 7 0 3 1 0 0 0 58417:00 0 460 129 46 16 16 8 1 1 1 0 0 0 67818:00 0 292 75 11 16 4 3 3 1 1 0 0 0 40619:00 0 271 73 14 12 6 5 1 4 1 0 1 0 38820:00 0 165 52 6 6 8 1 1 2 3 0 0 0 24421:00 0 103 32 2 8 1 2 0 0 1 0 1 0 15022:00 0 84 21 3 3 1 1 0 0 1 0 0 0 11423:00 0 57 14 3 0 1 1 0 1 1 0 0 0 78

DayTotal

0 4163 1181 267 171 112 64 10 39 19 0 9 0 6035

Percent 0.0% 69.0% 19.6% 4.4% 2.8% 1.9% 1.1% 0.2% 0.6% 0.3% 0.0% 0.1% 0.0% AM Peak 08:00 11:00 08:00 09:00 10:00 08:00 09:00 08:00 06:00 08:00 08:00

Vol. 237 65 19 17 9 7 1 5 1 2 355PM Peak 17:00 17:00 17:00 15:00 17:00 17:00 18:00 19:00 20:00 19:00 17:00

Vol. 460 129 46 19 16 8 3 4 3 1 678

GrandTotal

0 12437 3387 900 531 334 194 47 98 60 0 25 0 18013

Percent 0.0% 69.0% 18.8% 5.0% 2.9% 1.9% 1.1% 0.3% 0.5% 0.3% 0.0% 0.1% 0.0%






NB, SBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

07/02/12 0 32 5 1 0 3 1 0 0 1 0 0 0 4301:00 0 18 5 0 0 0 1 0 0 0 0 0 0 2402:00 0 10 2 1 0 0 1 1 0 0 0 0 0 1503:00 0 10 2 1 0 0 0 0 0 0 0 0 0 1304:00 0 8 4 1 1 0 0 0 0 0 0 0 0 1405:00 0 42 11 1 1 2 0 0 0 1 0 0 0 5806:00 0 94 21 7 4 4 0 1 1 0 0 0 0 13207:00 0 159 35 15 8 9 3 0 1 0 0 0 0 23008:00 0 274 73 22 13 4 3 1 2 1 0 2 0 39509:00 0 265 74 23 9 13 3 1 4 1 0 0 0 39310:00 0 253 81 26 8 7 2 1 2 0 0 2 0 38211:00 0 261 64 16 7 7 4 1 1 1 0 0 0 362

12 PM 0 276 87 22 9 7 2 2 1 2 0 0 0 40813:00 0 268 73 23 8 11 5 3 2 3 0 0 0 39614:00 0 301 92 25 15 10 7 1 1 1 0 2 0 45515:00 0 385 95 27 25 9 7 4 3 4 0 0 0 55916:00 0 438 128 33 26 12 13 4 5 6 0 1 0 66617:00 0 527 123 38 17 17 5 1 5 0 0 0 0 73318:00 0 320 95 22 12 8 5 0 0 1 0 0 0 46319:00 0 282 94 27 14 7 8 1 2 1 0 1 0 43720:00 0 241 77 26 14 1 3 0 0 1 0 0 0 36321:00 0 188 39 16 7 7 4 0 0 0 0 0 0 26122:00 0 115 43 17 4 1 3 1 1 1 0 0 0 18623:00 0 108 25 7 3 2 2 1 0 0 0 0 0 148

DayTotal

0 4875 1348 397 205 141 82 24 31 25 0 8 0 7136

Percent 0.0% 68.3% 18.9% 5.6% 2.9% 2.0% 1.1% 0.3% 0.4% 0.4% 0.0% 0.1% 0.0% AM Peak 08:00 10:00 10:00 08:00 09:00 11:00 02:00 09:00 00:00 08:00 08:00

Vol. 274 81 26 13 13 4 1 4 1 2 395PM Peak 17:00 16:00 17:00 16:00 17:00 16:00 15:00 16:00 16:00 14:00 17:00

Vol. 527 128 38 26 17 13 4 5 6 2 733







08/02/12 0 21 1 2 1 1 0 1 0 0 0 0 0 2701:00 0 13 4 0 0 0 0 0 0 0 0 0 0 1702:00 0 10 3 1 0 0 0 0 1 0 0 0 0 1503:00 0 8 1 3 3 0 0 2 0 0 0 0 0 1704:00 0 12 2 3 0 0 0 0 0 0 0 0 0 1705:00 0 27 8 3 2 2 1 1 0 0 0 0 0 4406:00 0 83 14 2 2 0 4 0 0 0 0 0 0 10507:00 0 139 38 15 5 5 1 0 1 2 0 0 0 20608:00 0 280 72 15 12 4 5 2 1 3 0 0 0 39409:00 0 227 54 24 15 3 3 2 3 2 0 1 0 33410:00 0 247 71 14 13 2 1 1 0 2 0 0 0 35111:00 0 278 67 26 11 11 3 1 1 0 0 0 0 398

12 PM 0 289 61 21 14 8 2 3 3 0 0 1 0 40213:00 0 285 79 24 13 10 3 0 1 1 0 0 0 41614:00 0 270 88 22 16 10 4 0 2 1 0 0 0 41315:00 0 398 103 21 17 16 6 3 4 4 0 2 0 57416:00 0 443 122 44 27 7 8 1 2 0 0 0 0 65417:00 0 536 133 46 24 17 5 2 4 4 0 1 0 77218:00 0 315 78 21 19 13 6 2 4 1 0 0 0 45919:00 0 309 79 26 11 5 8 1 1 4 0 1 0 44520:00 0 220 72 19 14 5 10 0 4 2 0 1 0 34721:00 0 152 36 19 5 5 6 1 1 1 0 0 0 22622:00 0 112 34 13 4 5 1 0 2 0 0 1 0 17223:00 0 72 23 5 4 3 0 1 0 1 0 0 0 109

DayTotal

0 4746 1243 389 232 132 77 24 35 28 0 8 0 6914

Percent 0.0% 68.6% 18.0% 5.6% 3.4% 1.9% 1.1% 0.3% 0.5% 0.4% 0.0% 0.1% 0.0% AM Peak 08:00 08:00 11:00 09:00 11:00 08:00 03:00 09:00 08:00 09:00 11:00

Vol. 280 72 26 15 11 5 2 3 3 1 398PM Peak 17:00 17:00 17:00 16:00 17:00 20:00 12:00 15:00 15:00 15:00 17:00

Vol. 536 133 46 27 17 10 3 4 4 2 772







09/02/12 0 21 6 1 2 1 0 0 1 0 0 0 0 3201:00 0 9 6 2 0 2 0 0 1 0 0 0 0 2002:00 0 7 4 1 0 0 1 0 0 0 0 0 0 1303:00 0 9 1 1 0 0 0 0 0 0 0 0 0 1104:00 0 5 5 1 1 0 0 0 0 1 0 0 0 1305:00 0 39 12 3 2 1 0 0 0 0 0 1 0 5806:00 0 87 25 7 2 1 1 0 1 2 0 1 0 12707:00 0 154 48 12 3 3 4 0 0 1 0 1 0 22608:00 0 254 73 20 14 8 10 1 5 1 0 2 0 38809:00 0 250 69 15 19 7 3 1 2 1 0 0 0 36710:00 0 252 64 11 8 10 3 1 3 1 0 0 0 35311:00 0 251 70 19 7 8 6 0 4 1 0 2 0 368

12 PM 0 295 75 19 13 7 2 0 3 2 0 0 0 41613:00 0 273 84 22 10 10 1 1 4 0 0 0 0 40514:00 0 295 88 20 9 6 7 1 3 2 0 0 0 43115:00 0 385 107 25 21 8 5 1 3 1 0 0 0 55616:00 0 463 134 30 18 14 7 0 4 1 0 0 0 67117:00 0 536 149 50 20 22 10 1 1 1 0 0 0 79018:00 0 354 88 16 19 5 6 3 1 3 0 0 0 49519:00 0 320 86 24 13 6 7 1 4 1 0 1 0 46320:00 0 230 61 12 11 8 2 1 4 4 0 0 0 33321:00 0 161 48 8 11 4 2 0 0 1 0 1 0 23622:00 0 122 31 10 7 2 1 0 0 1 0 0 0 17423:00 0 92 20 5 1 3 2 0 1 1 0 0 0 125

DayTotal

0 4864 1354 334 211 136 80 12 45 26 0 9 0 7071

Percent 0.0% 68.8% 19.1% 4.7% 3.0% 1.9% 1.1% 0.2% 0.6% 0.4% 0.0% 0.1% 0.0% AM Peak 08:00 08:00 08:00 09:00 10:00 08:00 08:00 08:00 06:00 08:00 08:00

Vol. 254 73 20 19 10 10 1 5 2 2 388PM Peak 17:00 17:00 17:00 15:00 17:00 17:00 18:00 13:00 20:00 19:00 17:00

Vol. 536 149 50 21 22 10 3 4 4 1 790

GrandTotal

0 14485 3945 1120 648 409 239 60 111 79 0 25 0 21121

Percent 0.0% 68.6% 18.7% 5.3% 3.1% 1.9% 1.1% 0.3% 0.5% 0.4% 0.0% 0.1% 0.0%

Site Code: 4Station ID: D6Wyandotte St

btw Indian Rd & Huron Church RdDate Start: 07-Feb-12Date End: 09-Feb-12



EBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

07/02/12 0 18 6 1 0 1 0 0 0 0 0 0 0 2601:00 0 4 3 0 0 0 0 0 0 0 0 0 0 702:00 0 10 2 0 0 0 0 1 0 0 0 0 0 1303:00 0 10 0 0 0 0 0 0 0 0 0 0 0 1004:00 0 19 4 4 1 0 0 0 0 0 0 0 0 2805:00 0 40 7 2 4 3 0 0 0 0 0 1 0 5706:00 0 52 22 3 3 1 5 2 1 0 0 0 0 8907:00 0 63 15 9 4 0 2 0 0 0 0 0 0 9308:00 0 102 27 8 8 0 4 3 2 0 1 0 0 15509:00 0 74 27 10 5 0 5 0 0 0 1 1 0 12310:00 0 75 21 7 8 1 1 0 0 0 0 0 0 11311:00 0 61 16 4 4 1 2 0 0 0 1 0 0 89

12 PM 0 70 18 6 6 2 3 1 1 0 0 0 0 10713:00 0 84 21 9 5 1 4 0 1 0 0 0 0 12514:00 0 106 45 15 6 3 2 4 0 1 1 0 0 18315:00 0 94 27 7 6 1 1 1 0 0 0 0 0 13716:00 0 92 35 11 2 0 4 2 1 0 0 0 0 14717:00 0 71 35 6 7 1 4 0 3 0 0 0 0 12718:00 0 75 25 6 2 1 3 0 1 0 1 0 0 11419:00 0 67 22 9 5 2 1 2 0 0 0 0 0 10820:00 0 66 19 4 5 0 2 2 1 0 0 0 0 9921:00 0 64 14 4 6 0 1 1 0 0 0 0 0 9022:00 0 28 7 1 1 0 1 0 0 0 0 0 0 3823:00 0 34 7 5 0 0 2 0 0 0 0 0 0 48

DayTotal

0 1379 425 131 88 18 47 19 11 1 5 2 0 2126

Percent 0.0% 64.9% 20.0% 6.2% 4.1% 0.8% 2.2% 0.9% 0.5% 0.0% 0.2% 0.1% 0.0% AM Peak 08:00 08:00 09:00 08:00 05:00 06:00 08:00 08:00 08:00 05:00 08:00

Vol. 102 27 10 8 3 5 3 2 1 1 155PM Peak 14:00 14:00 14:00 17:00 14:00 13:00 14:00 17:00 14:00 14:00 14:00

Vol. 106 45 15 7 3 4 4 3 1 1 183






08/02/12 0 14 4 1 0 0 2 0 0 0 0 0 0 2101:00 0 1 2 0 1 0 1 0 0 0 0 0 0 502:00 0 10 3 2 0 0 0 1 0 0 0 0 0 1603:00 0 5 0 0 0 0 0 0 0 0 0 0 0 504:00 0 15 2 2 1 0 1 0 0 0 0 0 0 2105:00 0 32 14 3 1 0 0 0 0 0 0 0 0 5006:00 0 51 13 4 3 2 2 0 1 0 0 0 0 7607:00 0 64 21 10 1 2 2 0 0 0 0 0 0 10008:00 0 83 32 10 12 1 3 1 0 0 1 0 0 14309:00 0 66 17 7 5 3 2 1 1 0 1 0 0 10310:00 0 63 20 12 7 1 0 0 1 0 0 0 0 10411:00 0 70 15 8 3 1 1 1 1 0 1 0 0 101

12 PM 0 66 15 12 3 1 7 1 0 1 0 0 0 10613:00 0 58 19 15 5 1 2 0 0 0 1 0 0 10114:00 0 94 47 17 4 2 5 2 0 0 0 0 0 17115:00 0 91 31 13 3 3 7 1 0 0 0 0 0 14916:00 0 86 33 13 4 4 3 1 0 0 0 0 0 14417:00 0 81 22 9 4 1 2 4 1 0 0 0 0 12418:00 0 69 22 6 5 0 2 0 0 0 1 0 0 10519:00 0 56 19 9 1 3 2 3 1 0 0 0 0 9420:00 0 48 17 7 3 1 0 0 0 0 0 0 0 7621:00 0 44 15 5 1 2 2 1 0 0 0 0 0 7022:00 0 33 5 3 0 0 2 0 0 0 1 0 0 4423:00 0 24 16 0 1 1 0 0 0 1 0 0 0 43

DayTotal

0 1224 404 168 68 29 48 17 6 2 6 0 0 1972

Percent 0.0% 62.1% 20.5% 8.5% 3.4% 1.5% 2.4% 0.9% 0.3% 0.1% 0.3% 0.0% 0.0% AM Peak 08:00 08:00 10:00 08:00 09:00 08:00 02:00 06:00 08:00 08:00

Vol. 83 32 12 12 3 3 1 1 1 143PM Peak 14:00 14:00 14:00 13:00 16:00 12:00 17:00 17:00 12:00 13:00 14:00

Vol. 94 47 17 5 4 7 4 1 1 1 171






09/02/12 0 14 6 1 1 0 0 0 0 0 0 0 0 2201:00 0 6 1 0 0 1 0 0 0 0 0 0 0 802:00 0 13 0 2 1 0 0 0 0 0 0 0 0 1603:00 0 6 2 2 0 1 0 0 0 0 0 0 0 1104:00 0 24 5 2 1 0 1 0 0 0 0 0 0 3305:00 0 50 15 5 5 0 3 0 1 0 0 0 0 7906:00 0 64 14 6 2 0 2 0 0 0 0 0 0 8807:00 0 57 16 6 5 1 3 0 0 0 0 0 0 8808:00 0 106 27 11 8 2 1 1 1 0 0 0 0 15709:00 0 74 26 9 4 2 3 1 1 0 1 1 0 12210:00 0 78 23 9 5 3 2 0 1 0 1 0 0 12211:00 0 51 18 4 7 1 1 0 1 0 0 0 0 83

12 PM 0 60 12 8 5 1 2 1 1 0 1 0 0 9113:00 0 88 20 12 6 3 1 0 1 0 0 0 0 13114:00 0 108 37 15 7 3 4 2 1 2 0 0 0 17915:00 0 94 31 12 6 5 1 2 0 0 0 0 0 15116:00 0 96 28 3 6 2 3 1 1 0 0 0 0 14017:00 0 78 19 7 6 0 2 1 0 0 2 0 0 11518:00 0 65 20 7 6 2 2 3 0 0 0 0 0 10519:00 0 82 20 8 6 0 1 2 0 0 0 0 0 11920:00 0 59 27 6 5 2 5 1 1 0 0 0 0 10621:00 0 58 20 8 2 1 1 0 0 0 0 1 0 9122:00 0 31 7 5 0 1 1 1 0 0 0 0 0 4623:00 0 23 11 5 2 1 1 1 0 0 0 0 0 44

DayTotal

0 1385 405 153 96 32 40 17 10 2 5 2 0 2147

Percent 0.0% 64.5% 18.9% 7.1% 4.5% 1.5% 1.9% 0.8% 0.5% 0.1% 0.2% 0.1% 0.0% AM Peak 08:00 08:00 08:00 08:00 10:00 05:00 08:00 05:00 09:00 09:00 08:00

Vol. 106 27 11 8 3 3 1 1 1 1 157PM Peak 14:00 14:00 14:00 14:00 15:00 20:00 18:00 12:00 14:00 17:00 21:00 14:00

Vol. 108 37 15 7 5 5 3 1 2 2 1 179

GrandTotal

0 3988 1234 452 252 79 135 53 27 5 16 4 0 6245

Percent 0.0% 63.9% 19.8% 7.2% 4.0% 1.3% 2.2% 0.8% 0.4% 0.1% 0.3% 0.1% 0.0%





WBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

07/02/12 0 13 4 0 0 0 0 0 1 0 0 0 0 1801:00 0 3 0 0 1 0 1 0 0 0 0 0 0 502:00 0 6 1 0 2 0 0 0 0 0 0 0 0 903:00 0 6 3 1 0 0 0 1 0 0 0 0 0 1104:00 0 8 5 0 0 0 1 0 0 0 0 0 0 1405:00 0 3 5 2 0 0 0 0 0 0 0 0 0 1006:00 0 36 6 1 4 1 0 0 1 0 0 0 0 4907:00 0 32 9 2 3 0 0 3 1 1 0 0 0 5108:00 0 92 23 9 0 1 1 3 1 0 0 0 0 13009:00 0 77 29 3 4 3 2 2 1 1 0 0 0 12210:00 0 83 23 6 6 2 3 0 1 0 0 0 0 12411:00 0 61 19 4 2 3 0 1 0 0 0 1 0 91

12 PM 0 88 23 4 5 1 1 1 1 0 0 0 0 12413:00 0 89 19 8 3 2 0 1 0 1 0 0 0 12314:00 0 148 52 11 2 2 2 2 0 0 0 0 0 21915:00 0 127 43 15 7 3 2 6 3 1 0 1 0 20816:00 0 109 22 7 1 3 0 8 0 0 0 0 0 15017:00 0 105 29 9 2 2 1 4 1 0 0 0 0 15318:00 0 75 21 6 6 0 0 3 3 0 1 0 0 11519:00 0 89 21 4 5 4 0 3 0 0 0 0 0 12620:00 0 71 24 3 3 2 0 2 0 0 0 0 0 10521:00 0 46 15 3 1 0 0 2 1 0 1 0 0 6922:00 0 37 11 3 2 0 0 1 0 0 0 0 0 5423:00 0 19 6 2 1 1 1 1 0 0 0 0 0 31

DayTotal

0 1423 413 103 60 30 15 44 15 4 2 2 0 2111

Percent 0.0% 67.4% 19.6% 4.9% 2.8% 1.4% 0.7% 2.1% 0.7% 0.2% 0.1% 0.1% 0.0% AM Peak 08:00 09:00 08:00 10:00 09:00 10:00 07:00 00:00 07:00 11:00 08:00

Vol. 92 29 9 6 3 3 3 1 1 1 130PM Peak 14:00 14:00 15:00 15:00 19:00 14:00 16:00 15:00 13:00 18:00 15:00 14:00

Vol. 148 52 15 7 4 2 8 3 1 1 1 219






08/02/12 0 17 3 0 0 1 1 1 0 0 0 0 0 2301:00 0 5 0 0 0 0 0 1 0 0 0 0 0 602:00 0 2 1 0 0 0 0 0 1 0 0 0 0 403:00 0 4 2 1 0 0 0 0 0 0 0 0 0 704:00 0 5 1 0 0 0 0 1 0 0 0 0 0 705:00 0 8 0 0 0 1 0 0 0 0 0 0 0 906:00 0 27 8 0 1 1 0 2 0 0 0 0 0 3907:00 0 29 9 2 1 2 1 0 0 0 0 0 0 4408:00 0 64 24 6 5 2 1 2 2 1 0 0 0 10709:00 0 69 20 6 1 4 2 0 0 0 0 0 0 10210:00 0 87 28 4 1 1 1 2 0 0 0 0 0 12411:00 0 65 14 7 3 2 0 1 0 0 0 0 0 92

12 PM 0 75 15 3 3 5 0 0 1 0 0 0 0 10213:00 0 84 23 7 1 3 2 4 3 0 0 0 0 12714:00 0 146 35 14 5 3 2 4 1 0 1 0 0 21115:00 0 152 33 12 4 4 2 5 1 0 0 0 0 21316:00 0 103 24 6 1 2 2 3 3 0 0 1 0 14517:00 0 101 30 8 6 4 3 2 0 0 0 0 0 15418:00 0 79 24 4 4 2 1 3 1 1 0 0 0 11919:00 0 85 26 7 4 2 2 2 1 0 0 0 0 12920:00 0 75 20 1 2 0 0 2 1 0 1 0 0 10221:00 0 40 11 4 1 0 0 1 0 0 0 0 0 5722:00 0 32 4 2 1 1 1 1 0 0 0 0 0 4223:00 0 19 9 1 3 1 0 0 0 0 0 0 0 33

DayTotal

0 1373 364 95 47 41 21 37 15 2 2 1 0 1998

Percent 0.0% 68.7% 18.2% 4.8% 2.4% 2.1% 1.1% 1.9% 0.8% 0.1% 0.1% 0.1% 0.0% AM Peak 10:00 10:00 11:00 08:00 09:00 09:00 06:00 08:00 08:00 10:00

Vol. 87 28 7 5 4 2 2 2 1 124PM Peak 15:00 14:00 14:00 17:00 12:00 17:00 15:00 13:00 18:00 14:00 16:00 15:00

Vol. 152 35 14 6 5 3 5 3 1 1 1 213






09/02/12 0 10 7 0 0 1 0 1 0 0 0 0 0 1901:00 0 5 1 0 1 0 0 0 0 0 0 0 0 702:00 0 5 3 1 0 0 0 0 0 0 0 0 0 903:00 0 5 3 0 1 1 1 0 0 0 0 0 0 1104:00 0 8 2 1 0 0 0 0 0 0 0 0 0 1105:00 0 7 1 2 1 0 0 1 0 0 0 0 0 1206:00 0 41 8 3 2 0 0 3 0 0 0 1 0 5807:00 0 47 9 1 2 1 2 0 0 0 0 0 0 6208:00 0 77 31 10 4 4 1 1 0 1 0 0 0 12909:00 0 66 32 12 5 0 1 3 3 0 0 0 0 12210:00 0 81 26 8 6 3 1 2 0 0 0 0 0 12711:00 0 51 24 4 4 4 0 1 2 0 0 1 0 91

12 PM 0 87 25 9 3 1 4 2 0 0 0 0 0 13113:00 0 87 19 11 3 1 1 1 0 1 0 1 0 12514:00 0 138 44 18 8 6 5 3 2 0 0 0 0 22415:00 0 111 38 7 3 6 1 6 0 2 0 1 0 17516:00 0 84 34 7 4 5 0 2 1 0 0 0 0 13717:00 0 105 29 4 7 3 3 0 2 1 0 0 0 15418:00 0 78 18 8 2 3 0 1 1 1 0 0 0 11219:00 0 88 23 11 5 5 0 1 1 0 0 1 0 13520:00 0 64 23 3 5 1 0 0 0 0 1 0 0 9721:00 0 35 12 4 3 3 0 1 1 0 0 0 0 5922:00 0 47 13 6 2 3 0 1 0 0 0 0 0 7223:00 0 27 12 4 1 1 0 2 0 0 0 0 0 47

DayTotal

0 1354 437 134 72 52 20 32 13 6 1 5 0 2126

Percent 0.0% 63.7% 20.6% 6.3% 3.4% 2.4% 0.9% 1.5% 0.6% 0.3% 0.0% 0.2% 0.0% AM Peak 10:00 09:00 09:00 10:00 08:00 07:00 06:00 09:00 08:00 06:00 08:00

Vol. 81 32 12 6 4 2 3 3 1 1 129PM Peak 14:00 14:00 14:00 14:00 14:00 14:00 15:00 14:00 15:00 20:00 13:00 14:00

Vol. 138 44 18 8 6 5 6 2 2 1 1 224

GrandTotal

0 4150 1214 332 179 123 56 113 43 12 5 8 0 6235

Percent 0.0% 66.6% 19.5% 5.3% 2.9% 2.0% 0.9% 1.8% 0.7% 0.2% 0.1% 0.1% 0.0%





EB, WBStart Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total

07/02/12 0 31 10 1 0 1 0 0 1 0 0 0 0 4401:00 0 7 3 0 1 0 1 0 0 0 0 0 0 1202:00 0 16 3 0 2 0 0 1 0 0 0 0 0 2203:00 0 16 3 1 0 0 0 1 0 0 0 0 0 2104:00 0 27 9 4 1 0 1 0 0 0 0 0 0 4205:00 0 43 12 4 4 3 0 0 0 0 0 1 0 6706:00 0 88 28 4 7 2 5 2 2 0 0 0 0 13807:00 0 95 24 11 7 0 2 3 1 1 0 0 0 14408:00 0 194 50 17 8 1 5 6 3 0 1 0 0 28509:00 0 151 56 13 9 3 7 2 1 1 1 1 0 24510:00 0 158 44 13 14 3 4 0 1 0 0 0 0 23711:00 0 122 35 8 6 4 2 1 0 0 1 1 0 180

12 PM 0 158 41 10 11 3 4 2 2 0 0 0 0 23113:00 0 173 40 17 8 3 4 1 1 1 0 0 0 24814:00 0 254 97 26 8 5 4 6 0 1 1 0 0 40215:00 0 221 70 22 13 4 3 7 3 1 0 1 0 34516:00 0 201 57 18 3 3 4 10 1 0 0 0 0 29717:00 0 176 64 15 9 3 5 4 4 0 0 0 0 28018:00 0 150 46 12 8 1 3 3 4 0 2 0 0 22919:00 0 156 43 13 10 6 1 5 0 0 0 0 0 23420:00 0 137 43 7 8 2 2 4 1 0 0 0 0 20421:00 0 110 29 7 7 0 1 3 1 0 1 0 0 15922:00 0 65 18 4 3 0 1 1 0 0 0 0 0 9223:00 0 53 13 7 1 1 3 1 0 0 0 0 0 79

DayTotal

0 2802 838 234 148 48 62 63 26 5 7 4 0 4237

Percent 0.0% 66.1% 19.8% 5.5% 3.5% 1.1% 1.5% 1.5% 0.6% 0.1% 0.2% 0.1% 0.0% AM Peak 08:00 09:00 08:00 10:00 11:00 09:00 08:00 08:00 07:00 08:00 05:00 08:00

Vol. 194 56 17 14 4 7 6 3 1 1 1 285PM Peak 14:00 14:00 14:00 15:00 19:00 17:00 16:00 17:00 13:00 18:00 15:00 14:00

Vol. 254 97 26 13 6 5 10 4 1 2 1 402






08/02/12 0 31 7 1 0 1 3 1 0 0 0 0 0 4401:00 0 6 2 0 1 0 1 1 0 0 0 0 0 1102:00 0 12 4 2 0 0 0 1 1 0 0 0 0 2003:00 0 9 2 1 0 0 0 0 0 0 0 0 0 1204:00 0 20 3 2 1 0 1 1 0 0 0 0 0 2805:00 0 40 14 3 1 1 0 0 0 0 0 0 0 5906:00 0 78 21 4 4 3 2 2 1 0 0 0 0 11507:00 0 93 30 12 2 4 3 0 0 0 0 0 0 14408:00 0 147 56 16 17 3 4 3 2 1 1 0 0 25009:00 0 135 37 13 6 7 4 1 1 0 1 0 0 20510:00 0 150 48 16 8 2 1 2 1 0 0 0 0 22811:00 0 135 29 15 6 3 1 2 1 0 1 0 0 193

12 PM 0 141 30 15 6 6 7 1 1 1 0 0 0 20813:00 0 142 42 22 6 4 4 4 3 0 1 0 0 22814:00 0 240 82 31 9 5 7 6 1 0 1 0 0 38215:00 0 243 64 25 7 7 9 6 1 0 0 0 0 36216:00 0 189 57 19 5 6 5 4 3 0 0 1 0 28917:00 0 182 52 17 10 5 5 6 1 0 0 0 0 27818:00 0 148 46 10 9 2 3 3 1 1 1 0 0 22419:00 0 141 45 16 5 5 4 5 2 0 0 0 0 22320:00 0 123 37 8 5 1 0 2 1 0 1 0 0 17821:00 0 84 26 9 2 2 2 2 0 0 0 0 0 12722:00 0 65 9 5 1 1 3 1 0 0 1 0 0 8623:00 0 43 25 1 4 2 0 0 0 1 0 0 0 76

DayTotal

0 2597 768 263 115 70 69 54 21 4 8 1 0 3970

Percent 0.0% 65.4% 19.3% 6.6% 2.9% 1.8% 1.7% 1.4% 0.5% 0.1% 0.2% 0.0% 0.0% AM Peak 10:00 08:00 08:00 08:00 09:00 08:00 08:00 08:00 08:00 08:00 08:00

Vol. 150 56 16 17 7 4 3 2 1 1 250PM Peak 15:00 14:00 14:00 17:00 15:00 15:00 14:00 13:00 12:00 13:00 16:00 14:00

Vol. 243 82 31 10 7 9 6 3 1 1 1 382






09/02/12 0 24 13 1 1 1 0 1 0 0 0 0 0 4101:00 0 11 2 0 1 1 0 0 0 0 0 0 0 1502:00 0 18 3 3 1 0 0 0 0 0 0 0 0 2503:00 0 11 5 2 1 2 1 0 0 0 0 0 0 2204:00 0 32 7 3 1 0 1 0 0 0 0 0 0 4405:00 0 57 16 7 6 0 3 1 1 0 0 0 0 9106:00 0 105 22 9 4 0 2 3 0 0 0 1 0 14607:00 0 104 25 7 7 2 5 0 0 0 0 0 0 15008:00 0 183 58 21 12 6 2 2 1 1 0 0 0 28609:00 0 140 58 21 9 2 4 4 4 0 1 1 0 24410:00 0 159 49 17 11 6 3 2 1 0 1 0 0 24911:00 0 102 42 8 11 5 1 1 3 0 0 1 0 174

12 PM 0 147 37 17 8 2 6 3 1 0 1 0 0 22213:00 0 175 39 23 9 4 2 1 1 1 0 1 0 25614:00 0 246 81 33 15 9 9 5 3 2 0 0 0 40315:00 0 205 69 19 9 11 2 8 0 2 0 1 0 32616:00 0 180 62 10 10 7 3 3 2 0 0 0 0 27717:00 0 183 48 11 13 3 5 1 2 1 2 0 0 26918:00 0 143 38 15 8 5 2 4 1 1 0 0 0 21719:00 0 170 43 19 11 5 1 3 1 0 0 1 0 25420:00 0 123 50 9 10 3 5 1 1 0 1 0 0 20321:00 0 93 32 12 5 4 1 1 1 0 0 1 0 15022:00 0 78 20 11 2 4 1 2 0 0 0 0 0 11823:00 0 50 23 9 3 2 1 3 0 0 0 0 0 91

DayTotal

0 2739 842 287 168 84 60 49 23 8 6 7 0 4273

Percent 0.0% 64.1% 19.7% 6.7% 3.9% 2.0% 1.4% 1.1% 0.5% 0.2% 0.1% 0.2% 0.0% AM Peak 08:00 08:00 08:00 08:00 08:00 07:00 09:00 09:00 08:00 09:00 06:00 08:00

Vol. 183 58 21 12 6 5 4 4 1 1 1 286PM Peak 14:00 14:00 14:00 14:00 15:00 14:00 15:00 14:00 14:00 17:00 13:00 14:00

Vol. 246 81 33 15 11 9 8 3 2 2 1 403

GrandTotal

0 8138 2448 784 431 202 191 166 70 17 21 12 0 12480

Percent 0.0% 65.2% 19.6% 6.3% 3.5% 1.6% 1.5% 1.3% 0.6% 0.1% 0.2% 0.1% 0.0%


Indian Rd btw Wyandotte St & Mill St





07/02/12 0 1 0 0 0 0 0 0 0 0 0 0 0 101:00 0 0 0 0 0 0 0 0 0 0 0 0 0 002:00 0 1 0 0 0 0 0 0 0 0 0 0 0 103:00 0 0 0 0 0 0 0 0 0 0 0 0 0 004:00 0 2 0 0 0 0 0 0 0 0 0 0 0 205:00 0 4 1 0 0 0 0 0 0 0 0 0 0 506:00 0 1 0 0 0 0 0 0 0 0 0 0 0 107:00 0 2 0 0 0 0 0 0 0 0 0 0 0 208:00 0 1 0 0 0 0 0 0 0 0 0 0 0 109:00 0 1 0 0 0 0 0 0 0 0 0 0 0 110:00 0 2 0 0 0 0 0 0 0 0 0 0 0 211:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3

12 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 313:00 0 0 2 0 0 0 0 0 0 0 0 0 0 214:00 0 3 0 0 0 0 0 0 0 0 0 0 0 315:00 0 2 0 0 0 0 0 0 0 0 0 0 0 216:00 0 4 0 0 1 0 0 0 0 0 0 0 0 517:00 0 3 0 0 0 0 0 0 0 0 0 0 0 318:00 0 3 2 0 1 0 0 0 0 0 0 0 0 619:00 0 2 0 0 0 0 0 0 0 0 0 0 0 220:00 0 0 1 0 0 0 0 0 0 0 0 0 0 121:00 0 2 1 0 0 0 0 0 0 0 0 0 0 322:00 0 3 0 0 0 0 0 0 0 0 0 0 0 323:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2

DayTotal

0 44 8 0 2 0 0 0 0 0 0 0 0 54

Percent 0.0% 81.5% 14.8% 0.0% 3.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 05:00 05:00 05:00

Vol. 4 1 5PM Peak 16:00 13:00 16:00 18:00

Vol. 4 2 1 6







08/02/12 0 1 0 0 0 0 0 0 0 0 0 0 0 101:00 0 1 0 0 0 0 0 0 0 0 0 0 0 102:00 0 0 0 0 0 0 0 0 0 0 0 0 0 003:00 0 1 0 0 0 0 0 0 0 0 0 0 0 104:00 0 2 0 0 0 0 0 0 0 0 0 0 0 205:00 0 2 0 0 0 0 0 0 0 0 0 0 0 206:00 0 2 1 0 0 0 0 0 0 0 0 0 0 307:00 0 0 1 0 0 0 0 0 0 0 0 0 0 108:00 0 3 0 0 0 0 0 0 0 0 0 0 0 309:00 0 1 0 1 0 0 0 0 0 0 0 0 0 210:00 0 2 0 0 0 0 0 0 0 0 0 0 0 211:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3

12 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 513:00 0 4 1 1 0 0 0 0 0 0 0 0 0 614:00 0 4 1 0 0 0 0 0 0 0 0 0 0 515:00 0 3 1 0 0 0 0 0 0 0 0 0 0 416:00 0 4 0 0 0 0 0 0 0 0 0 0 0 417:00 0 5 2 0 0 0 0 0 0 0 0 0 0 718:00 0 4 1 1 0 0 0 0 0 0 0 0 0 619:00 0 2 0 0 0 0 0 0 0 0 0 0 0 220:00 0 2 0 0 0 0 0 0 0 0 0 0 0 221:00 0 1 0 0 0 0 0 0 0 0 0 0 0 122:00 0 1 2 0 0 0 0 0 0 0 0 0 0 323:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1

DayTotal

0 52 12 3 0 0 0 0 0 0 0 0 0 67

Percent 0.0% 77.6% 17.9% 4.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 06:00 09:00 06:00

Vol. 3 1 1 3PM Peak 17:00 17:00 13:00 17:00

Vol. 5 2 1 7







09/02/12 0 2 1 0 0 0 0 0 0 0 0 0 0 301:00 0 0 0 0 0 0 0 0 0 0 0 0 0 002:00 0 0 2 0 0 0 0 0 0 0 0 0 0 203:00 0 1 0 0 0 0 0 0 0 0 0 0 0 104:00 0 1 0 0 0 0 0 0 0 0 0 0 0 105:00 0 0 1 0 0 0 0 0 0 0 0 0 0 106:00 0 2 0 0 0 0 0 0 0 0 0 0 0 207:00 0 1 1 0 0 0 0 0 0 0 0 0 0 208:00 0 3 0 0 0 0 0 0 0 0 0 0 0 309:00 0 3 0 0 1 0 0 0 0 0 0 0 0 410:00 0 1 0 0 1 0 0 0 0 0 0 0 0 211:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3

12 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 413:00 0 3 1 0 0 0 0 0 0 0 0 0 0 414:00 0 2 1 0 0 0 0 0 0 0 0 0 0 315:00 0 6 1 0 0 0 0 0 0 0 0 0 0 716:00 0 3 1 0 0 0 0 0 0 0 0 0 0 417:00 0 6 2 0 0 0 0 0 0 0 0 0 0 818:00 0 3 0 0 0 0 0 0 0 0 0 0 0 319:00 0 2 0 0 1 0 0 0 0 0 0 0 0 320:00 0 2 0 0 1 0 0 0 0 0 0 0 0 321:00 0 0 1 1 0 0 0 0 0 0 0 0 0 222:00 0 1 0 0 0 0 0 0 0 0 0 0 0 123:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3

DayTotal

0 48 15 1 5 0 0 0 0 0 0 0 0 69

Percent 0.0% 69.6% 21.7% 1.4% 7.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 02:00 09:00 09:00

Vol. 3 2 1 4PM Peak 15:00 17:00 21:00 12:00 17:00

Vol. 6 2 1 1 8

GrandTotal

0 144 35 4 7 0 0 0 0 0 0 0 0 190

Percent 0.0% 75.8% 18.4% 2.1% 3.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%







07/02/12 0 0 0 0 0 0 0 0 0 0 0 0 0 001:00 0 0 0 0 0 0 0 0 0 0 0 0 0 002:00 0 1 0 0 0 0 0 0 0 0 0 0 0 103:00 0 1 0 0 0 0 0 0 0 0 0 0 0 104:00 0 0 0 0 0 0 0 0 0 0 0 0 0 005:00 0 2 1 0 0 0 0 0 0 0 0 0 0 306:00 0 1 2 0 0 0 0 0 0 0 0 0 0 307:00 0 3 1 0 0 0 0 0 0 0 0 0 0 408:00 0 0 1 0 0 0 0 0 0 0 0 0 0 109:00 0 1 1 0 1 0 0 0 0 0 0 0 0 310:00 0 1 0 0 0 0 0 0 0 0 0 0 0 111:00 0 1 0 1 0 0 0 0 0 0 0 0 0 2

12 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 313:00 0 2 1 0 0 0 0 0 0 0 0 0 0 314:00 0 2 0 0 0 0 0 0 0 0 0 0 0 215:00 0 3 0 0 0 0 0 0 0 0 0 0 0 316:00 0 3 1 0 0 0 0 0 0 0 0 0 0 417:00 0 4 1 0 0 0 0 0 0 0 0 0 0 518:00 0 3 1 0 1 0 0 0 0 0 0 0 0 519:00 0 2 2 0 0 0 0 0 0 0 0 0 0 420:00 0 2 0 0 0 0 0 0 0 0 0 0 0 221:00 0 1 0 0 1 0 0 0 0 0 0 0 0 222:00 0 1 1 0 0 0 0 0 0 0 0 0 0 223:00 0 0 1 0 0 0 0 0 0 0 0 0 0 1

DayTotal

0 36 15 1 3 0 0 0 0 0 0 0 0 55

Percent 0.0% 65.5% 27.3% 1.8% 5.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 06:00 11:00 09:00 07:00

Vol. 3 2 1 1 4PM Peak 17:00 19:00 18:00 17:00

Vol. 4 2 1 5







08/02/12 0 0 0 0 0 0 0 0 0 0 0 0 0 001:00 0 0 1 0 0 0 0 0 0 0 0 0 0 102:00 0 0 0 0 0 0 0 0 0 0 0 0 0 003:00 0 0 0 0 0 0 0 0 0 0 0 0 0 004:00 0 2 1 0 0 0 0 0 0 0 0 0 0 305:00 0 1 0 0 0 0 0 0 0 0 0 0 0 106:00 0 1 0 0 0 0 0 0 0 0 0 0 0 107:00 0 0 0 0 0 0 0 0 0 0 0 0 0 008:00 0 1 1 0 0 0 0 0 0 0 0 0 0 209:00 0 2 1 0 0 0 0 0 0 0 0 0 0 310:00 0 3 0 0 0 0 0 0 0 0 0 0 0 311:00 0 2 0 1 0 0 0 0 0 0 0 0 0 3

12 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 313:00 0 3 1 0 0 0 0 0 0 0 0 0 0 414:00 0 3 0 0 0 0 0 0 0 0 0 0 0 315:00 0 3 0 0 0 0 0 0 0 0 0 0 0 316:00 0 3 1 0 0 0 0 0 0 0 0 0 0 417:00 0 4 0 0 0 0 0 0 0 0 0 0 0 418:00 0 4 0 0 0 0 0 0 0 0 0 0 0 419:00 0 2 1 0 0 0 0 0 0 0 0 0 0 320:00 0 2 0 0 0 0 0 0 0 0 0 0 0 221:00 0 4 1 0 0 0 0 0 0 0 0 0 0 522:00 0 0 1 0 0 0 0 0 0 0 0 0 0 123:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

DayTotal

0 43 9 1 0 0 0 0 0 0 0 0 0 53

Percent 0.0% 81.1% 17.0% 1.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 01:00 11:00 04:00

Vol. 3 1 1 3PM Peak 17:00 13:00 21:00

Vol. 4 1 5







09/02/12 0 1 2 0 0 0 0 0 0 0 0 0 0 301:00 0 1 0 0 0 0 0 0 0 0 0 0 0 102:00 0 1 0 0 0 0 0 0 0 0 0 0 0 103:00 0 0 0 0 0 0 0 0 0 0 0 0 0 004:00 0 1 0 0 0 0 0 0 0 0 0 0 0 105:00 0 1 1 0 0 0 0 0 0 0 0 0 0 206:00 0 3 0 0 0 0 0 0 0 0 0 0 0 307:00 0 4 0 0 0 0 0 0 0 0 0 0 0 408:00 0 1 0 0 0 0 0 0 0 0 0 0 0 109:00 0 2 0 0 0 0 0 0 0 0 0 0 0 210:00 0 1 0 0 0 0 0 0 0 0 0 0 0 111:00 0 3 0 0 0 0 0 0 0 0 0 0 0 3

12 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 113:00 0 1 1 0 0 0 0 0 0 0 0 0 0 214:00 0 0 1 0 0 0 0 0 0 0 0 0 0 115:00 0 1 0 0 0 0 0 0 0 0 0 0 0 116:00 0 2 1 0 0 0 0 0 0 0 0 0 0 317:00 0 1 0 0 0 0 0 0 0 0 0 0 0 118:00 0 0 0 0 0 0 0 0 0 0 0 0 0 019:00 0 3 0 0 0 0 0 0 0 0 0 0 0 320:00 0 0 0 0 0 0 0 0 0 0 0 0 0 021:00 0 2 1 0 0 0 0 0 0 0 0 0 0 322:00 0 1 0 0 0 0 0 0 0 0 0 0 0 123:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1

DayTotal

0 32 7 0 0 0 0 0 0 0 0 0 0 39

Percent 0.0% 82.1% 17.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 00:00 07:00

Vol. 4 2 4PM Peak 19:00 13:00 16:00

Vol. 3 1 3

GrandTotal

0 111 31 2 3 0 0 0 0 0 0 0 0 147

Percent 0.0% 75.5% 21.1% 1.4% 2.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%







07/02/12 0 1 0 0 0 0 0 0 0 0 0 0 0 101:00 0 0 0 0 0 0 0 0 0 0 0 0 0 002:00 0 2 0 0 0 0 0 0 0 0 0 0 0 203:00 0 1 0 0 0 0 0 0 0 0 0 0 0 104:00 0 2 0 0 0 0 0 0 0 0 0 0 0 205:00 0 6 2 0 0 0 0 0 0 0 0 0 0 806:00 0 2 2 0 0 0 0 0 0 0 0 0 0 407:00 0 5 1 0 0 0 0 0 0 0 0 0 0 608:00 0 1 1 0 0 0 0 0 0 0 0 0 0 209:00 0 2 1 0 1 0 0 0 0 0 0 0 0 410:00 0 3 0 0 0 0 0 0 0 0 0 0 0 311:00 0 3 1 1 0 0 0 0 0 0 0 0 0 5

12 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 613:00 0 2 3 0 0 0 0 0 0 0 0 0 0 514:00 0 5 0 0 0 0 0 0 0 0 0 0 0 515:00 0 5 0 0 0 0 0 0 0 0 0 0 0 516:00 0 7 1 0 1 0 0 0 0 0 0 0 0 917:00 0 7 1 0 0 0 0 0 0 0 0 0 0 818:00 0 6 3 0 2 0 0 0 0 0 0 0 0 1119:00 0 4 2 0 0 0 0 0 0 0 0 0 0 620:00 0 2 1 0 0 0 0 0 0 0 0 0 0 321:00 0 3 1 0 1 0 0 0 0 0 0 0 0 522:00 0 4 1 0 0 0 0 0 0 0 0 0 0 523:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3

DayTotal

0 80 23 1 5 0 0 0 0 0 0 0 0 109

Percent 0.0% 73.4% 21.1% 0.9% 4.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 05:00 05:00 11:00 09:00 05:00

Vol. 6 2 1 1 8PM Peak 16:00 13:00 18:00 18:00

Vol. 7 3 2 11







08/02/12 0 1 0 0 0 0 0 0 0 0 0 0 0 101:00 0 1 1 0 0 0 0 0 0 0 0 0 0 202:00 0 0 0 0 0 0 0 0 0 0 0 0 0 003:00 0 1 0 0 0 0 0 0 0 0 0 0 0 104:00 0 4 1 0 0 0 0 0 0 0 0 0 0 505:00 0 3 0 0 0 0 0 0 0 0 0 0 0 306:00 0 3 1 0 0 0 0 0 0 0 0 0 0 407:00 0 0 1 0 0 0 0 0 0 0 0 0 0 108:00 0 4 1 0 0 0 0 0 0 0 0 0 0 509:00 0 3 1 1 0 0 0 0 0 0 0 0 0 510:00 0 5 0 0 0 0 0 0 0 0 0 0 0 511:00 0 4 1 1 0 0 0 0 0 0 0 0 0 6

12 PM 0 7 1 0 0 0 0 0 0 0 0 0 0 813:00 0 7 2 1 0 0 0 0 0 0 0 0 0 1014:00 0 7 1 0 0 0 0 0 0 0 0 0 0 815:00 0 6 1 0 0 0 0 0 0 0 0 0 0 716:00 0 7 1 0 0 0 0 0 0 0 0 0 0 817:00 0 9 2 0 0 0 0 0 0 0 0 0 0 1118:00 0 8 1 1 0 0 0 0 0 0 0 0 0 1019:00 0 4 1 0 0 0 0 0 0 0 0 0 0 520:00 0 4 0 0 0 0 0 0 0 0 0 0 0 421:00 0 5 1 0 0 0 0 0 0 0 0 0 0 622:00 0 1 3 0 0 0 0 0 0 0 0 0 0 423:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1

DayTotal

0 95 21 4 0 0 0 0 0 0 0 0 0 120

Percent 0.0% 79.2% 17.5% 3.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 01:00 09:00 11:00

Vol. 5 1 1 6PM Peak 17:00 22:00 13:00 17:00

Vol. 9 3 1 11







09/02/12 0 3 3 0 0 0 0 0 0 0 0 0 0 601:00 0 1 0 0 0 0 0 0 0 0 0 0 0 102:00 0 1 2 0 0 0 0 0 0 0 0 0 0 303:00 0 1 0 0 0 0 0 0 0 0 0 0 0 104:00 0 2 0 0 0 0 0 0 0 0 0 0 0 205:00 0 1 2 0 0 0 0 0 0 0 0 0 0 306:00 0 5 0 0 0 0 0 0 0 0 0 0 0 507:00 0 5 1 0 0 0 0 0 0 0 0 0 0 608:00 0 4 0 0 0 0 0 0 0 0 0 0 0 409:00 0 5 0 0 1 0 0 0 0 0 0 0 0 610:00 0 2 0 0 1 0 0 0 0 0 0 0 0 311:00 0 5 1 0 0 0 0 0 0 0 0 0 0 6

12 PM 0 3 1 0 1 0 0 0 0 0 0 0 0 513:00 0 4 2 0 0 0 0 0 0 0 0 0 0 614:00 0 2 2 0 0 0 0 0 0 0 0 0 0 415:00 0 7 1 0 0 0 0 0 0 0 0 0 0 816:00 0 5 2 0 0 0 0 0 0 0 0 0 0 717:00 0 7 2 0 0 0 0 0 0 0 0 0 0 918:00 0 3 0 0 0 0 0 0 0 0 0 0 0 319:00 0 5 0 0 1 0 0 0 0 0 0 0 0 620:00 0 2 0 0 1 0 0 0 0 0 0 0 0 321:00 0 2 2 1 0 0 0 0 0 0 0 0 0 522:00 0 2 0 0 0 0 0 0 0 0 0 0 0 223:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4

DayTotal

0 80 22 1 5 0 0 0 0 0 0 0 0 108

Percent 0.0% 74.1% 20.4% 0.9% 4.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 06:00 00:00 09:00 00:00

Vol. 5 3 1 6PM Peak 15:00 13:00 21:00 12:00 17:00

Vol. 7 2 1 1 9

GrandTotal

0 255 66 6 10 0 0 0 0 0 0 0 0 337

Percent 0.0% 75.7% 19.6% 1.8% 3.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%


College Ave just W of Huron Church Rd





07/02/12 0 26 8 4 2 0 3 1 0 0 0 0 0 4401:00 0 13 3 0 0 0 0 0 0 0 0 0 0 1602:00 0 6 0 0 0 1 0 0 0 0 0 0 0 703:00 0 2 1 0 0 1 0 0 0 0 0 0 0 404:00 0 9 2 1 0 0 0 0 0 0 0 0 0 1205:00 0 11 2 2 0 2 1 0 0 0 0 0 0 1806:00 0 49 13 3 1 2 0 0 0 0 0 0 0 6807:00 0 86 28 11 3 2 5 2 2 0 0 0 0 13908:00 0 121 41 17 6 1 5 3 0 0 1 0 0 19509:00 0 73 26 7 2 2 4 1 0 0 0 0 0 11510:00 0 110 38 13 4 2 3 0 0 0 0 0 0 17011:00 0 112 31 9 4 2 3 0 0 0 0 0 0 161

12 PM 0 109 36 15 3 2 2 3 0 0 2 0 0 17213:00 0 100 29 17 4 1 1 1 0 0 1 1 0 15514:00 0 113 34 20 8 0 7 4 1 0 0 0 0 18715:00 0 111 49 19 5 1 7 2 1 1 1 0 0 19716:00 0 117 32 19 10 2 2 2 0 0 2 0 0 18617:00 0 130 49 9 6 2 3 4 1 0 0 1 0 20518:00 0 134 36 7 8 1 3 4 0 0 0 0 0 19319:00 0 83 27 13 3 0 3 2 0 0 0 0 0 13120:00 0 78 34 8 5 1 2 0 0 0 0 0 0 12821:00 0 81 21 19 3 0 2 1 1 0 0 0 0 12822:00 0 59 25 7 3 2 0 0 0 0 0 0 0 9623:00 0 61 15 4 2 1 1 1 1 0 1 0 0 87

DayTotal

0 1794 580 224 82 28 57 31 7 1 8 2 0 2814

Percent 0.0% 63.8% 20.6% 8.0% 2.9% 1.0% 2.0% 1.1% 0.2% 0.0% 0.3% 0.1% 0.0% AM Peak 08:00 08:00 08:00 08:00 05:00 07:00 08:00 07:00 08:00 08:00

Vol. 121 41 17 6 2 5 3 2 1 195PM Peak 18:00 15:00 14:00 16:00 12:00 14:00 14:00 14:00 15:00 12:00 13:00 17:00

Vol. 134 49 20 10 2 7 4 1 1 2 1 205







08/02/12 0 18 6 1 3 0 1 2 0 0 0 0 0 3101:00 0 9 5 1 1 0 0 0 0 0 0 0 0 1602:00 0 3 3 0 0 0 0 0 0 0 0 0 0 603:00 0 2 0 0 1 0 0 0 0 0 0 0 0 304:00 0 2 1 0 0 0 0 0 0 0 0 0 0 305:00 0 15 0 2 1 1 0 0 0 0 0 0 0 1906:00 0 47 8 4 1 1 3 0 0 0 0 0 0 6407:00 0 70 27 10 11 1 2 2 2 0 0 0 0 12508:00 0 127 47 14 8 3 4 1 0 0 1 0 0 20509:00 0 66 18 5 4 3 1 1 1 0 0 0 0 9910:00 0 120 25 19 5 0 3 1 0 0 0 0 0 17311:00 0 112 30 14 3 1 0 1 0 0 0 0 0 161

12 PM 0 109 33 13 4 1 2 4 2 0 0 0 0 16813:00 0 111 29 18 6 3 5 2 0 0 0 0 0 17414:00 0 139 31 21 7 2 3 2 2 0 0 0 0 20715:00 0 141 36 14 2 0 0 2 1 0 0 0 0 19616:00 0 117 38 16 8 2 4 5 2 0 0 0 0 19217:00 0 138 41 14 10 1 4 1 0 1 1 1 0 21218:00 0 133 37 15 7 2 7 2 4 0 1 0 0 20819:00 0 78 18 11 1 2 3 2 0 0 0 0 0 11520:00 0 88 25 10 5 2 3 2 1 1 0 0 0 13721:00 0 82 19 12 2 0 5 2 2 1 1 0 0 12622:00 0 58 23 4 0 1 4 1 0 0 0 1 0 9223:00 0 43 18 7 6 1 1 1 0 0 0 0 0 77

DayTotal

0 1828 518 225 96 27 55 34 17 3 4 2 0 2809

Percent 0.0% 65.1% 18.4% 8.0% 3.4% 1.0% 2.0% 1.2% 0.6% 0.1% 0.1% 0.1% 0.0% AM Peak 08:00 08:00 10:00 07:00 08:00 08:00 00:00 07:00 08:00 08:00

Vol. 127 47 19 11 3 4 2 2 1 205PM Peak 15:00 17:00 14:00 17:00 13:00 18:00 16:00 18:00 17:00 17:00 17:00 17:00

Vol. 141 41 21 10 3 7 5 4 1 1 1 212







09/02/12 0 31 9 3 3 0 0 0 0 0 0 0 0 4601:00 0 10 2 1 1 0 0 0 1 0 1 1 0 1702:00 0 3 2 0 1 0 0 0 0 0 0 0 0 603:00 0 3 1 0 0 0 0 0 0 0 0 0 0 404:00 0 9 2 1 2 0 0 0 0 0 0 0 0 1405:00 0 18 3 1 1 0 0 1 0 0 0 0 0 2406:00 0 52 13 3 3 1 1 0 0 0 0 0 0 7307:00 0 84 30 13 7 2 1 1 0 0 1 0 0 13908:00 0 146 40 11 10 3 3 2 2 0 0 1 0 21809:00 0 64 18 7 4 1 0 0 0 0 2 0 0 9610:00 0 99 36 19 5 3 3 1 0 0 1 0 0 16711:00 0 102 27 16 7 2 3 1 2 0 0 0 0 160

12 PM 0 105 34 19 6 2 10 1 1 0 0 0 0 17813:00 0 93 35 12 4 0 5 4 1 0 0 0 0 15414:00 0 137 31 14 5 1 3 2 3 1 0 0 0 19715:00 0 116 37 17 11 1 4 2 0 0 0 0 0 18816:00 0 114 42 7 9 0 5 0 1 0 1 0 0 17917:00 0 110 39 11 8 2 3 4 1 0 0 0 0 17818:00 0 121 41 13 8 0 3 2 2 1 1 0 0 19219:00 0 81 29 12 4 0 2 1 0 0 0 0 0 12920:00 0 90 18 8 6 0 1 2 0 0 0 0 0 12521:00 0 74 20 11 7 1 4 2 0 0 0 0 0 11922:00 0 63 27 6 3 1 0 0 0 2 0 0 0 10223:00 0 51 27 8 1 1 4 0 0 1 0 1 0 94

DayTotal

0 1776 563 213 116 21 55 26 14 5 7 3 0 2799

Percent 0.0% 63.5% 20.1% 7.6% 4.1% 0.8% 2.0% 0.9% 0.5% 0.2% 0.3% 0.1% 0.0% AM Peak 08:00 08:00 10:00 08:00 08:00 08:00 08:00 08:00 09:00 01:00 08:00

Vol. 146 40 19 10 3 3 2 2 2 1 218PM Peak 14:00 16:00 12:00 15:00 12:00 12:00 13:00 14:00 22:00 16:00 23:00 14:00

Vol. 137 42 19 11 2 10 4 3 2 1 1 197

GrandTotal

0 5398 1661 662 294 76 167 91 38 9 19 7 0 8422

Percent 0.0% 64.1% 19.7% 7.9% 3.5% 0.9% 2.0% 1.1% 0.5% 0.1% 0.2% 0.1% 0.0%







07/02/12 0 31 3 3 0 0 0 0 0 0 0 0 0 3701:00 0 8 1 0 2 0 0 0 0 0 0 0 0 1102:00 0 3 2 0 0 0 0 0 0 0 0 0 0 503:00 0 9 6 0 0 0 0 0 0 0 0 0 0 1504:00 0 36 12 5 0 0 0 1 0 0 0 0 0 5405:00 0 59 9 8 3 2 1 2 0 0 0 0 0 8406:00 0 52 22 5 4 4 1 1 1 0 0 0 0 9007:00 0 103 21 13 2 1 1 3 0 0 1 1 0 14608:00 0 200 54 18 11 4 4 5 0 0 0 1 0 29709:00 0 176 41 12 7 7 2 4 2 0 0 0 0 25110:00 0 111 30 11 7 3 2 1 0 1 0 1 0 16711:00 0 124 33 5 6 5 3 1 2 1 0 0 0 180

12 PM 0 131 40 5 4 3 2 2 3 0 0 0 0 19013:00 0 115 27 11 6 1 4 4 0 0 0 0 0 16814:00 0 141 49 7 9 4 2 6 1 0 0 0 0 21915:00 0 162 40 13 6 2 2 4 1 0 0 1 0 23116:00 0 117 39 17 9 4 2 3 1 1 0 0 0 19317:00 0 155 53 12 12 3 3 1 2 0 0 0 0 24118:00 0 153 43 13 10 4 5 3 0 0 0 0 0 23119:00 0 134 21 5 3 4 1 0 1 0 1 0 0 17020:00 0 93 38 9 4 3 3 3 1 2 0 0 0 15621:00 0 70 23 1 4 3 0 2 0 0 1 0 0 10422:00 0 29 7 1 2 0 2 1 0 0 0 0 0 4223:00 0 35 6 1 0 0 1 1 1 0 0 0 0 45

DayTotal

0 2247 620 175 111 57 41 48 16 5 3 4 0 3327

Percent 0.0% 67.5% 18.6% 5.3% 3.3% 1.7% 1.2% 1.4% 0.5% 0.2% 0.1% 0.1% 0.0% AM Peak 08:00 08:00 08:00 08:00 09:00 08:00 08:00 09:00 10:00 07:00 07:00 08:00

Vol. 200 54 18 11 7 4 5 2 1 1 1 297PM Peak 15:00 17:00 16:00 17:00 14:00 18:00 14:00 12:00 20:00 19:00 15:00 17:00

Vol. 162 53 17 12 4 5 6 3 2 1 1 241







08/02/12 0 17 6 3 3 2 0 1 0 0 0 0 0 3201:00 0 5 4 0 0 0 0 0 0 0 0 0 0 902:00 0 3 1 0 0 0 0 0 1 0 0 0 0 503:00 0 7 1 0 0 0 0 1 0 0 0 0 0 904:00 0 33 8 4 2 0 1 1 0 0 0 0 0 4905:00 0 50 15 6 0 1 0 1 0 1 0 0 0 7406:00 0 61 20 5 2 1 0 2 1 0 0 0 0 9207:00 0 110 41 7 4 3 3 2 0 0 0 0 0 17008:00 0 183 65 15 13 4 1 3 2 2 0 1 0 28909:00 0 155 41 13 10 5 5 2 3 1 0 0 0 23510:00 0 120 32 9 8 4 3 6 0 1 0 0 0 18311:00 0 129 29 11 8 4 0 3 2 0 0 0 0 186

12 PM 0 129 35 21 11 5 0 0 0 0 0 0 0 20113:00 0 130 39 10 8 3 0 1 1 0 0 0 0 19214:00 0 144 43 6 6 2 4 3 2 0 0 0 0 21015:00 0 142 39 5 8 1 1 4 1 0 1 0 0 20216:00 0 122 41 13 5 7 0 5 1 0 1 0 0 19517:00 0 162 34 22 6 3 2 4 2 0 1 2 0 23818:00 0 153 39 10 6 5 3 5 4 1 0 0 0 22619:00 0 117 31 9 5 5 2 4 2 0 0 0 0 17520:00 0 120 26 3 9 1 0 1 0 0 0 0 0 16021:00 0 71 23 4 8 1 1 2 2 0 0 0 0 11222:00 0 35 9 3 1 0 1 1 0 0 0 0 0 5023:00 0 34 6 2 4 2 0 1 1 0 0 0 0 50

DayTotal

0 2232 628 181 127 59 27 53 25 6 3 3 0 3344

Percent 0.0% 66.7% 18.8% 5.4% 3.8% 1.8% 0.8% 1.6% 0.7% 0.2% 0.1% 0.1% 0.0% AM Peak 08:00 08:00 08:00 08:00 09:00 09:00 10:00 09:00 08:00 08:00 08:00

Vol. 183 65 15 13 5 5 6 3 2 1 289PM Peak 17:00 14:00 17:00 12:00 16:00 14:00 16:00 18:00 18:00 15:00 17:00 17:00

Vol. 162 43 22 11 7 4 5 4 1 1 2 238







09/02/12 0 23 4 3 2 1 0 1 0 0 0 0 0 3401:00 0 6 1 1 1 0 0 0 0 0 0 0 0 902:00 0 3 2 1 0 0 0 0 0 0 0 0 0 603:00 0 14 4 0 1 0 0 0 0 0 0 0 0 1904:00 0 45 10 4 3 0 1 3 1 0 1 0 0 6805:00 0 52 13 2 4 2 2 1 0 0 0 0 0 7606:00 0 57 17 5 1 3 1 0 3 0 0 0 0 8707:00 0 91 28 7 6 2 0 1 1 1 0 0 0 13708:00 0 188 77 19 9 3 3 2 1 2 0 1 0 30509:00 0 191 56 12 3 2 1 6 1 1 0 0 0 27310:00 0 100 29 7 4 6 3 1 1 0 0 0 0 15111:00 0 134 40 6 9 2 1 3 1 1 0 0 0 197

12 PM 0 108 34 6 5 2 6 3 2 0 0 0 0 16613:00 0 119 32 6 4 1 0 4 0 0 0 0 0 16614:00 0 165 44 8 3 8 4 4 2 0 0 2 0 24015:00 0 169 38 9 2 6 2 2 0 0 0 0 0 22816:00 0 133 34 7 8 6 2 4 2 0 1 1 0 19817:00 0 170 68 8 11 3 1 4 2 1 1 0 0 26918:00 0 156 44 15 7 6 1 0 1 1 0 0 0 23119:00 0 125 30 11 3 6 2 1 2 0 1 0 0 18120:00 0 101 23 6 5 2 0 4 1 0 0 1 0 14321:00 0 66 30 5 2 3 0 5 1 0 0 0 0 11222:00 0 27 11 1 3 2 1 1 0 0 0 0 0 4623:00 0 39 13 2 2 1 0 0 0 0 0 0 0 57

DayTotal

0 2282 682 151 98 67 31 50 22 7 4 5 0 3399

Percent 0.0% 67.1% 20.1% 4.4% 2.9% 2.0% 0.9% 1.5% 0.6% 0.2% 0.1% 0.1% 0.0% AM Peak 09:00 08:00 08:00 08:00 10:00 08:00 09:00 06:00 08:00 04:00 08:00 08:00

Vol. 191 77 19 9 6 3 6 3 2 1 1 305PM Peak 17:00 17:00 18:00 17:00 14:00 12:00 21:00 12:00 17:00 16:00 14:00 17:00

Vol. 170 68 15 11 8 6 5 2 1 1 2 269

GrandTotal

0 6761 1930 507 336 183 99 151 63 18 10 12 0 10070

Percent 0.0% 67.1% 19.2% 5.0% 3.3% 1.8% 1.0% 1.5% 0.6% 0.2% 0.1% 0.1% 0.0%







07/02/12 0 57 11 7 2 0 3 1 0 0 0 0 0 8101:00 0 21 4 0 2 0 0 0 0 0 0 0 0 2702:00 0 9 2 0 0 1 0 0 0 0 0 0 0 1203:00 0 11 7 0 0 1 0 0 0 0 0 0 0 1904:00 0 45 14 6 0 0 0 1 0 0 0 0 0 6605:00 0 70 11 10 3 4 2 2 0 0 0 0 0 10206:00 0 101 35 8 5 6 1 1 1 0 0 0 0 15807:00 0 189 49 24 5 3 6 5 2 0 1 1 0 28508:00 0 321 95 35 17 5 9 8 0 0 1 1 0 49209:00 0 249 67 19 9 9 6 5 2 0 0 0 0 36610:00 0 221 68 24 11 5 5 1 0 1 0 1 0 33711:00 0 236 64 14 10 7 6 1 2 1 0 0 0 341

12 PM 0 240 76 20 7 5 4 5 3 0 2 0 0 36213:00 0 215 56 28 10 2 5 5 0 0 1 1 0 32314:00 0 254 83 27 17 4 9 10 2 0 0 0 0 40615:00 0 273 89 32 11 3 9 6 2 1 1 1 0 42816:00 0 234 71 36 19 6 4 5 1 1 2 0 0 37917:00 0 285 102 21 18 5 6 5 3 0 0 1 0 44618:00 0 287 79 20 18 5 8 7 0 0 0 0 0 42419:00 0 217 48 18 6 4 4 2 1 0 1 0 0 30120:00 0 171 72 17 9 4 5 3 1 2 0 0 0 28421:00 0 151 44 20 7 3 2 3 1 0 1 0 0 23222:00 0 88 32 8 5 2 2 1 0 0 0 0 0 13823:00 0 96 21 5 2 1 2 2 2 0 1 0 0 132

DayTotal

0 4041 1200 399 193 85 98 79 23 6 11 6 0 6141

Percent 0.0% 65.8% 19.5% 6.5% 3.1% 1.4% 1.6% 1.3% 0.4% 0.1% 0.2% 0.1% 0.0% AM Peak 08:00 08:00 08:00 08:00 09:00 08:00 08:00 07:00 10:00 07:00 07:00 08:00

Vol. 321 95 35 17 9 9 8 2 1 1 1 492PM Peak 18:00 17:00 16:00 16:00 16:00 14:00 14:00 12:00 20:00 12:00 13:00 17:00

Vol. 287 102 36 19 6 9 10 3 2 2 1 446







08/02/12 0 35 12 4 6 2 1 3 0 0 0 0 0 6301:00 0 14 9 1 1 0 0 0 0 0 0 0 0 2502:00 0 6 4 0 0 0 0 0 1 0 0 0 0 1103:00 0 9 1 0 1 0 0 1 0 0 0 0 0 1204:00 0 35 9 4 2 0 1 1 0 0 0 0 0 5205:00 0 65 15 8 1 2 0 1 0 1 0 0 0 9306:00 0 108 28 9 3 2 3 2 1 0 0 0 0 15607:00 0 180 68 17 15 4 5 4 2 0 0 0 0 29508:00 0 310 112 29 21 7 5 4 2 2 1 1 0 49409:00 0 221 59 18 14 8 6 3 4 1 0 0 0 33410:00 0 240 57 28 13 4 6 7 0 1 0 0 0 35611:00 0 241 59 25 11 5 0 4 2 0 0 0 0 347

12 PM 0 238 68 34 15 6 2 4 2 0 0 0 0 36913:00 0 241 68 28 14 6 5 3 1 0 0 0 0 36614:00 0 283 74 27 13 4 7 5 4 0 0 0 0 41715:00 0 283 75 19 10 1 1 6 2 0 1 0 0 39816:00 0 239 79 29 13 9 4 10 3 0 1 0 0 38717:00 0 300 75 36 16 4 6 5 2 1 2 3 0 45018:00 0 286 76 25 13 7 10 7 8 1 1 0 0 43419:00 0 195 49 20 6 7 5 6 2 0 0 0 0 29020:00 0 208 51 13 14 3 3 3 1 1 0 0 0 29721:00 0 153 42 16 10 1 6 4 4 1 1 0 0 23822:00 0 93 32 7 1 1 5 2 0 0 0 1 0 14223:00 0 77 24 9 10 3 1 2 1 0 0 0 0 127

DayTotal

0 4060 1146 406 223 86 82 87 42 9 7 5 0 6153

Percent 0.0% 66.0% 18.6% 6.6% 3.6% 1.4% 1.3% 1.4% 0.7% 0.1% 0.1% 0.1% 0.0% AM Peak 08:00 08:00 08:00 08:00 09:00 09:00 10:00 09:00 08:00 08:00 08:00 08:00

Vol. 310 112 29 21 8 6 7 4 2 1 1 494PM Peak 17:00 16:00 17:00 17:00 16:00 18:00 16:00 18:00 17:00 17:00 17:00 17:00

Vol. 300 79 36 16 9 10 10 8 1 2 3 450







09/02/12 0 54 13 6 5 1 0 1 0 0 0 0 0 8001:00 0 16 3 2 2 0 0 0 1 0 1 1 0 2602:00 0 6 4 1 1 0 0 0 0 0 0 0 0 1203:00 0 17 5 0 1 0 0 0 0 0 0 0 0 2304:00 0 54 12 5 5 0 1 3 1 0 1 0 0 8205:00 0 70 16 3 5 2 2 2 0 0 0 0 0 10006:00 0 109 30 8 4 4 2 0 3 0 0 0 0 16007:00 0 175 58 20 13 4 1 2 1 1 1 0 0 27608:00 0 334 117 30 19 6 6 4 3 2 0 2 0 52309:00 0 255 74 19 7 3 1 6 1 1 2 0 0 36910:00 0 199 65 26 9 9 6 2 1 0 1 0 0 31811:00 0 236 67 22 16 4 4 4 3 1 0 0 0 357

12 PM 0 213 68 25 11 4 16 4 3 0 0 0 0 34413:00 0 212 67 18 8 1 5 8 1 0 0 0 0 32014:00 0 302 75 22 8 9 7 6 5 1 0 2 0 43715:00 0 285 75 26 13 7 6 4 0 0 0 0 0 41616:00 0 247 76 14 17 6 7 4 3 0 2 1 0 37717:00 0 280 107 19 19 5 4 8 3 1 1 0 0 44718:00 0 277 85 28 15 6 4 2 3 2 1 0 0 42319:00 0 206 59 23 7 6 4 2 2 0 1 0 0 31020:00 0 191 41 14 11 2 1 6 1 0 0 1 0 26821:00 0 140 50 16 9 4 4 7 1 0 0 0 0 23122:00 0 90 38 7 6 3 1 1 0 2 0 0 0 14823:00 0 90 40 10 3 2 4 0 0 1 0 1 0 151

DayTotal

0 4058 1245 364 214 88 86 76 36 12 11 8 0 6198

Percent 0.0% 65.5% 20.1% 5.9% 3.5% 1.4% 1.4% 1.2% 0.6% 0.2% 0.2% 0.1% 0.0% AM Peak 08:00 08:00 08:00 08:00 10:00 08:00 09:00 06:00 08:00 09:00 08:00 08:00

Vol. 334 117 30 19 9 6 6 3 2 2 2 523PM Peak 14:00 17:00 18:00 17:00 14:00 12:00 13:00 14:00 18:00 16:00 14:00 17:00

Vol. 302 107 28 19 9 16 8 5 2 2 2 447

GrandTotal

0 12159 3591 1169 630 259 266 242 101 27 29 19 0 18492

Percent 0.0% 65.8% 19.4% 6.3% 3.4% 1.4% 1.4% 1.3% 0.5% 0.1% 0.2% 0.1% 0.0%

Ontario Traffic Inc.Morning Peak Diagram Specified Period

From:To:

7:00:00

9:00:00

One Hour PeakFrom:To:

7:45:00

8:45:00

Municipality:Site #:Intersection:TFR File #:Count date:

Windsor

1201700001

HURON CHURCH RD & COLLEGE

13

8-Feb-12

Weather conditions:

Person(s) who counted:

** Signalized Intersection ** Major Road: HURON CHURCH RD runs N/S

North Leg Total:

North Entering:

North Peds:

Peds Cross:

2193

632

34

Cyclists

Trucks

Cars

Totals

0

0

35

35

0

205

377

582

0

3

12

15

0

208

424

Cyclists

Trucks

Cars

Totals

0

253

1308

1561

Cyclists Trucks Cars Totals

0 9 201 210


0 2 77 79

0 6 116 122

0 3 86 89

0 11 279

Peds Cross:

West Peds:

West Entering:

West Leg Total:

15

290

500

HURON CHURCH RD

COLLEGE AVEW

N

E

S

COLLEGE AVE

HURON CHURCH RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

510

182

7

Cars Trucks Cyclists Totals

21 5 0 26

69 5 0 74

73 9 0 82

163 19 0


313 15 0 328

Cars

Trucks

Cyclists

Totals

536

217

0

753

Cars

Trucks

Cyclists

Totals

97

4

0

101

1210

246

0

1456

185

6

0

191

1492

256

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

17

1748

2501

Comments

Ontario Traffic Inc.Mid-day Peak Diagram Specified Period

From:To:

11:00:00

13:00:00


11:00:00

12:00:00


Windsor

1201700001


13

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

1787

802

46

Cyclists

Trucks

Cars

Totals

0

0

26

26

0

270

485

755

0

1

20

21

0

271

531

Cyclists

Trucks

Cars

Totals

0

273

712

985


0 4 157 161


0 1 42 43

0 3 77 80

0 2 61 63

0 6 180

Peds Cross:

West Peds:

West Entering:

West Leg Total:

25

186

347

HURON CHURCH RD

COLLEGE AVEW

N

E

S

COLLEGE AVE

HURON CHURCH RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

399

196

11


21 2 0 23

74 2 0 76

91 6 0 97

186 10 0


188 15 0 203

Cars

Trucks

Cyclists

Totals

637

278

0

915

Cars

Trucks

Cyclists

Totals

57

2

0

59

649

270

0

919

91

11

0

102

797

283

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

22

1080

1995

Comments

Ontario Traffic Inc.Afternoon Peak Diagram Specified Period

From:To:

16:00:00

18:00:00


17:00:00

18:00:00


Windsor

1201700001


13

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

2417

1498

33

Cyclists

Trucks

Cars

Totals

0

0

39

39

0

316

1112

1428

0

2

29

31

0

318

1180

Cyclists

Trucks

Cars

Totals

0

345

574

919


0 1 211 212


0 0 35 35

0 0 118 118

0 0 86 86

0 0 239

Peds Cross:

West Peds:

West Entering:

West Leg Total:

2

239

451

HURON CHURCH RD

COLLEGE AVEW

N

E

S

COLLEGE AVE

HURON CHURCH RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

601

303

8


18 1 0 19

110 1 0 111

169 4 0 173

297 6 0


288 10 0 298

Cars

Trucks

Cyclists

Totals

1367

320

0

1687

Cars

Trucks

Cyclists

Totals

62

0

0

62

521

344

0

865

141

8

0

149

724

352

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

22

1076

2763

Comments

Ontario Traffic Inc.Total Count Diagram


Windsor

1201700001


13

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

12197

5776

203

Cyclists

Trucks

Cars

Totals

0

1

195

196

0

1618

3834

5452

0

16

112

128

0

1635

4141

Cyclists

Trucks

Cars

Totals

0

1628

4793

6421


0 33 1039 1072


0 8 310 318

0 12 537 549

0 8 426 434

0 28 1273

Peds Cross:

West Peds:

West Entering:

West Leg Total:

61

1301

2373

HURON CHURCH RD

COLLEGE AVEW

N

E

S

COLLEGE AVE

HURON CHURCH RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

2691

1268

41


109 14 0 123

443 17 0 460

658 27 0 685

1210 58 0


1353 70 0 1423

Cars

Trucks

Cyclists

Totals

4918

1653

0

6571

Cars

Trucks

Cyclists

Totals

401

15

0

416

4374

1606

0

5980

704

42

0

746

5479

1663

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

96

7142

13713

Comments

Ontario Traffic Inc.Traffic Count Summary

Intersection: HURON CHURCH RD & COLLEGECount Date: 8-Feb-12 Municipality: Windsor

North Approach Totals South Approach Totals

East Approach Totals West Approach Totals

Includes Cars, Trucks, & Cyclists Includes Cars, Trucks, & Cyclists


Hour Hour

Hour Hour

Ending Ending

Ending Ending

Left Left

Left Left

Thru Thru

Thru Thru

Right Right

Right Right

Grand Grand

Grand Grand

Total Total

Total Total

Total Total

Total Total

Peds Peds

Peds Peds

North/South

East/West

Total

Total

Approaches

Approaches

Calculated Values for Traffic Crossing Major StreetHours Ending:Crossing Values:

Totals:

Totals:

7:00:00 0 0 0 0 0 0 7:00:00 0 0 0 0 08:00:00 5 405 18 428 9 1759 8:00:00 71 1175 85 1331 69:00:00 16 603 37 656 42 2376 9:00:00 86 1446 188 1720 16

11:00:00 0 0 0 0 0 0 11:00:00 0 0 0 0 012:00:00 21 755 26 802 46 1882 12:00:00 59 919 102 1080 2213:00:00 20 793 34 847 36 1890 13:00:00 85 843 115 1043 716:00:00 2 46 3 51 6 121 16:00:00 2 58 10 70 017:00:00 33 1422 39 1494 31 2316 17:00:00 51 674 97 822 2318:00:00 31 1428 39 1498 33 2574 18:00:00 62 865 149 1076 22

7:00:00 0 0 0 0 0 1 7:00:00 0 1 0 1 08:00:00 54 36 19 109 2 279 8:00:00 65 56 49 170 79:00:00 67 82 30 179 8 468 9:00:00 84 122 83 289 14

11:00:00 0 0 0 0 0 5 11:00:00 0 5 0 5 012:00:00 97 76 23 196 11 382 12:00:00 43 80 63 186 2513:00:00 98 49 15 162 3 363 13:00:00 43 88 70 201 416:00:00 8 4 1 13 2 28 16:00:00 4 7 4 15 017:00:00 188 102 16 306 7 501 17:00:00 44 72 79 195 918:00:00 173 111 19 303 8 541 18:00:00 35 117 86 238 2

8:00 9:00 11:00 12:00 13:00 16:00 17:00 18:00190 331 5 288 272 25 388 380

128 5452 196 5776 203 12918 416 5980 746 7142 96

685 460 123 1268 41 2568 318 548 434 1300 61

Ontario Traffic Inc.Count Date: 8-Feb-12 Site #: 1201700001

IntervalTime

Passenger Cars - North Approach Trucks - North Approach Cyclists - North Approach Pedestrians

Left Left LeftThru Thru ThruRight Right Right North Cross

Cum Cum Cum Cum Cum Cum Cum Cum Cum CumIncr Incr Incr Incr Incr Incr Incr Incr Incr Incr7:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15:00 0 0 51 51 2 2 0 0 44 44 0 0 0 0 0 0 0 0 2 27:30:00 0 0 99 48 4 2 3 3 86 42 0 0 0 0 0 0 0 0 2 07:45:00 1 1 175 76 13 9 3 0 116 30 0 0 0 0 0 0 0 0 9 78:00:00 2 1 256 81 18 5 3 0 149 33 0 0 0 0 0 0 0 0 9 08:15:00 4 2 358 102 27 9 3 0 194 45 0 0 0 0 0 0 0 0 19 108:30:00 9 5 465 107 38 11 4 1 261 67 0 0 0 0 0 0 0 0 34 158:45:00 13 4 552 87 48 10 6 2 321 60 0 0 0 0 0 0 0 0 43 99:00:00 15 2 624 72 55 7 6 0 384 63 0 0 0 0 0 0 0 0 51 89:00:14 15 0 624 0 55 0 6 0 384 0 0 0 0 0 0 0 0 0 51 0

11:00:00 15 0 624 0 55 0 6 0 384 0 0 0 0 0 0 0 0 0 51 011:15:00 16 1 723 99 60 5 6 0 437 53 0 0 0 0 0 0 0 0 61 1011:30:00 24 8 856 133 66 6 6 0 508 71 0 0 0 0 0 0 0 0 82 2111:45:00 28 4 986 130 72 6 7 1 587 79 0 0 0 0 0 0 0 0 90 812:00:00 35 7 1109 123 81 9 7 0 654 67 0 0 0 0 0 0 0 0 97 712:15:00 39 4 1223 114 87 6 7 0 707 53 1 1 0 0 0 0 0 0 107 1012:30:00 44 5 1330 107 92 5 8 1 785 78 1 0 0 0 0 0 0 0 112 512:45:00 45 1 1460 130 106 14 8 0 873 88 1 0 0 0 0 0 0 0 128 1613:00:00 53 8 1582 122 114 8 9 1 974 101 1 0 0 0 0 0 0 0 133 513:03:38 54 1 1626 44 117 3 10 1 976 2 1 0 0 0 0 0 0 0 139 616:00:00 54 0 1626 0 117 0 10 0 976 0 1 0 0 0 0 0 0 0 139 016:15:00 59 5 1915 289 128 11 11 1 1048 72 1 0 0 0 0 0 0 0 144 516:30:00 66 7 2160 245 136 8 11 0 1147 99 1 0 0 0 0 0 0 0 156 1216:45:00 77 11 2453 293 147 11 13 2 1228 81 1 0 0 0 0 0 0 0 161 517:00:00 83 6 2722 269 156 9 14 1 1302 74 1 0 0 0 0 0 0 0 170 917:15:00 89 6 3013 291 163 7 14 0 1367 65 1 0 0 0 0 0 0 0 178 817:30:00 93 4 3283 270 176 13 15 1 1463 96 1 0 0 0 0 0 0 0 184 617:45:00 105 12 3590 307 186 10 16 1 1544 81 1 0 0 0 0 0 0 0 195 1118:00:00 112 7 3834 244 195 9 16 0 1618 74 1 0 0 0 0 0 0 0 203 818:00:13 112 0 3834 0 195 0 16 0 1618 0 1 0 0 0 0 0 0 0 203 0


IntervalTime

Passenger Cars - East Approach Trucks - East Approach Cyclists - East Approach Pedestrians

Left Left LeftThru Thru ThruRight Right Right East Cross


11:00:00 109 0 109 0 42 0 12 0 9 0 7 0 0 0 0 0 0 0 10 011:15:00 123 14 119 10 47 5 12 0 10 1 7 0 0 0 0 0 0 0 14 411:30:00 158 35 144 25 54 7 14 2 10 0 8 1 0 0 0 0 0 0 20 611:45:00 188 30 164 20 59 5 17 3 11 1 8 0 0 0 0 0 0 0 21 112:00:00 200 12 183 19 63 4 18 1 11 0 9 1 0 0 0 0 0 0 21 012:15:00 208 8 195 12 64 1 18 0 12 1 10 1 0 0 0 0 0 0 22 112:30:00 228 20 208 13 65 1 21 3 12 0 10 0 0 0 0 0 0 0 23 112:45:00 240 12 215 7 72 7 22 1 13 1 10 0 0 0 0 0 0 0 24 113:00:00 294 54 230 15 75 3 22 0 13 0 12 2 0 0 0 0 0 0 24 013:03:38 302 8 234 4 76 1 22 0 13 0 12 0 0 0 0 0 0 0 26 216:00:00 302 0 234 0 76 0 22 0 13 0 12 0 0 0 0 0 0 0 26 016:15:00 362 60 260 26 78 2 22 0 15 2 12 0 0 0 0 0 0 0 29 316:30:00 395 33 286 26 80 2 22 0 15 0 12 0 0 0 0 0 0 0 31 216:45:00 449 54 310 24 86 6 23 1 15 0 13 1 0 0 0 0 0 0 31 017:00:00 489 40 333 23 91 5 23 0 16 1 13 0 0 0 0 0 0 0 33 217:15:00 538 49 360 27 95 4 23 0 16 0 13 0 0 0 0 0 0 0 36 317:30:00 581 43 384 24 99 4 25 2 16 0 14 1 0 0 0 0 0 0 38 217:45:00 622 41 408 24 104 5 26 1 17 1 14 0 0 0 0 0 0 0 40 218:00:00 658 36 443 35 109 5 27 1 17 0 14 0 0 0 0 0 0 0 41 118:00:13 658 0 443 0 109 0 27 0 17 0 14 0 0 0 0 0 0 0 41 0


IntervalTime

Passenger Cars - South Approach Trucks - South Approach Cyclists - South Approach Pedestrians

Left Left LeftThru Thru ThruRight Right Right South Cross


11:00:00 147 0 2112 0 260 0 10 0 509 0 13 0 0 0 0 0 0 0 22 011:15:00 156 9 2296 184 289 29 11 1 576 67 13 0 0 0 0 0 0 0 26 411:30:00 179 23 2503 207 320 31 11 0 641 65 16 3 0 0 0 0 0 0 35 911:45:00 193 14 2658 155 331 11 11 0 711 70 19 3 0 0 0 0 0 0 41 612:00:00 204 11 2761 103 351 20 12 1 779 68 24 5 0 0 0 0 0 0 44 312:15:00 228 24 2893 132 370 19 12 0 837 58 24 0 0 0 0 0 0 0 47 312:30:00 243 15 3025 132 393 23 13 1 908 71 26 2 0 0 0 0 0 0 47 012:45:00 264 21 3168 143 428 35 15 2 971 63 28 2 0 0 0 0 0 0 49 213:00:00 286 22 3337 169 460 32 15 0 1046 75 30 2 0 0 0 0 0 0 51 213:03:38 288 2 3369 32 468 8 15 0 1072 26 32 2 0 0 0 0 0 0 51 016:00:00 288 0 3369 0 468 0 15 0 1072 0 32 0 0 0 0 0 0 0 51 016:15:00 304 16 3486 117 497 29 15 0 1110 38 33 1 0 0 0 0 0 0 68 1716:30:00 315 11 3602 116 527 30 15 0 1156 46 34 1 0 0 0 0 0 0 71 316:45:00 330 15 3717 115 542 15 15 0 1206 50 34 0 0 0 0 0 0 0 74 317:00:00 339 9 3853 136 563 21 15 0 1262 56 34 0 0 0 0 0 0 0 74 017:15:00 357 18 3987 134 590 27 15 0 1352 90 36 2 0 0 0 0 0 0 91 1717:30:00 367 10 4123 136 628 38 15 0 1439 87 40 4 0 0 0 0 0 0 92 117:45:00 383 16 4243 120 663 35 15 0 1518 79 41 1 0 0 0 0 0 0 96 418:00:00 401 18 4374 131 704 41 15 0 1606 88 42 1 0 0 0 0 0 0 96 018:00:13 401 0 4374 0 704 0 15 0 1606 0 42 0 0 0 0 0 0 0 96 0


IntervalTime

Passenger Cars - West Approach Trucks - West Approach Cyclists - West Approach Pedestrians

Left Left LeftThru Thru ThruRight Right Right West Cross


11:00:00 143 0 175 1 128 0 6 0 9 0 4 0 0 0 0 0 0 0 21 011:15:00 153 10 192 17 142 14 6 0 9 0 4 0 0 0 0 0 0 0 21 011:30:00 169 16 211 19 156 14 6 0 9 0 5 1 0 0 0 0 0 0 39 1811:45:00 171 2 236 25 168 12 7 1 10 1 6 1 0 0 0 0 0 0 42 312:00:00 185 14 252 16 189 21 7 0 12 2 6 0 0 0 0 0 0 0 46 412:15:00 195 10 268 16 206 17 7 0 12 0 6 0 0 0 0 0 0 0 47 112:30:00 203 8 293 25 224 18 7 0 12 0 6 0 0 0 0 0 0 0 50 312:45:00 217 14 318 25 246 22 7 0 12 0 6 0 0 0 0 0 0 0 50 013:00:00 228 11 340 22 259 13 7 0 12 0 6 0 0 0 0 0 0 0 50 013:03:38 232 4 346 6 261 2 7 0 12 0 8 2 0 0 0 0 0 0 50 016:00:00 232 0 347 1 261 0 7 0 12 0 8 0 0 0 0 0 0 0 50 016:15:00 243 11 366 19 288 27 7 0 12 0 8 0 0 0 0 0 0 0 51 116:30:00 256 13 383 17 309 21 7 0 12 0 8 0 0 0 0 0 0 0 51 016:45:00 264 8 398 15 326 17 8 1 12 0 8 0 0 0 0 0 0 0 54 317:00:00 275 11 419 21 340 14 8 0 12 0 8 0 0 0 0 0 0 0 59 517:15:00 283 8 437 18 366 26 8 0 12 0 8 0 0 0 0 0 0 0 59 017:30:00 289 6 461 24 385 19 8 0 12 0 8 0 0 0 0 0 0 0 60 117:45:00 298 9 490 29 404 19 8 0 12 0 8 0 0 0 0 0 0 0 61 118:00:00 310 12 536 46 426 22 8 0 12 0 8 0 0 0 0 0 0 0 61 018:00:13 310 0 537 1 426 0 8 0 12 0 8 0 0 0 0 0 0 0 61 0


From:To:

7:00:00

9:00:00


7:45:00

8:45:00


Windsor

1201700002

MILL ST & INDIAN RD

12

8-Feb-12

Weather conditions:


** Non-Signalized Intersection ** Major Road: MILL ST runs N/S

North Leg Total:

North Entering:

North Peds:

Peds Cross:

11

5

5

Cyclists

Trucks

Cars

Totals

0

0

1

1

0

0

4

4

0

0

5

Cyclists

Trucks

Cars

Totals

0

1

5

6


0 0 1 1


0 1 3 4

0 0 3 3

0 1 6

Peds Cross:

West Peds:

West Entering:

West Leg Total:

1

7

8

MILL ST

INDIAN RDW

N

E

S

INDIAN RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

9

2

3


2 0 0 2

0 0 0 0

2 0 0


7 0 0 7

Comments


From:To:

11:00:00

13:00:00


11:15:00

12:15:00


Windsor

1201700002

MILL ST & INDIAN RD

12

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

9

4

8

Cyclists

Trucks

Cars

Totals

0

0

4

4

0

0

0

0

0

0

4

Cyclists

Trucks

Cars

Totals

0

0

5

5


0 0 5 5


0 0 3 3

0 0 2 2

0 0 5

Peds Cross:

West Peds:

West Entering:

West Leg Total:

1

5

10

MILL ST

INDIAN RDW

N

E

S

INDIAN RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

5

3

1


2 0 0 2

1 0 0 1

3 0 0


2 0 0 2

Comments


From:To:

16:00:00

18:00:00


17:00:00

18:00:00


Windsor

1201700002

MILL ST & INDIAN RD

12

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

11

4

4

Cyclists

Trucks

Cars

Totals

0

0

4

4

0

0

0

0

0

0

4

Cyclists

Trucks

Cars

Totals

0

0

7

7


0 0 6 6


0 0 2 2

0 0 4 4

0 0 6

Peds Cross:

West Peds:

West Entering:

West Leg Total:

1

6

12

MILL ST

INDIAN RDW

N

E

S

INDIAN RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

11

7

1


5 0 0 5

2 0 0 2

7 0 0


4 0 0 4

Comments



Windsor

1201700002

MILL ST & INDIAN RD

12

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

46

19

41

Cyclists

Trucks

Cars

Totals

0

0

14

14

0

0

5

5

0

0

19

Cyclists

Trucks

Cars

Totals

0

1

26

27


0 0 22 22


0 1 15 16

0 0 20 20

0 1 35

Peds Cross:

West Peds:

West Entering:

West Leg Total:

5

36

58

MILL ST

INDIAN RDW

N

E

S

INDIAN RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

44

19

9


11 0 0 11

8 0 0 8

19 0 0


25 0 0 25

Comments


Intersection: MILL ST & INDIAN RD Count Date: 8-Feb-12 Municipality: Windsor





Hour Hour

Hour Hour

Ending Ending

Ending Ending

Left Left

Left Left

Thru Thru

Thru Thru

Right Right

Right Right

Grand Grand

Grand Grand

Total Total

Total Total

Total Total

Total Total

Peds Peds

Peds Peds

North/South

East/West

Total

Total

Approaches

Approaches


Totals:

Totals:

7:00:00 0 0 0 0 0 0 7:00:00 0 0 0 0 08:00:00 0 0 1 1 5 1 8:00:00 0 0 0 0 09:00:00 4 0 0 4 6 4 9:00:00 0 0 0 0 0

11:00:00 0 0 0 0 0 0 11:00:00 0 0 0 0 012:00:00 0 0 3 3 10 3 12:00:00 0 0 0 0 013:00:00 1 0 2 3 8 3 13:00:00 0 0 0 0 016:00:00 0 0 0 0 0 0 16:00:00 0 0 0 0 017:00:00 0 0 4 4 8 4 17:00:00 0 0 0 0 018:00:00 0 0 4 4 4 4 18:00:00 0 0 0 0 0

7:00:00 0 0 0 0 0 1 7:00:00 0 1 0 1 08:00:00 0 1 0 1 0 5 8:00:00 2 2 0 4 09:00:00 0 0 2 2 3 7 9:00:00 2 3 0 5 1

11:00:00 0 0 0 0 0 2 11:00:00 0 2 0 2 012:00:00 0 1 2 3 0 7 12:00:00 3 1 0 4 213:00:00 0 0 1 1 2 8 13:00:00 4 3 0 7 016:00:00 0 0 0 0 0 2 16:00:00 0 2 0 2 017:00:00 0 4 1 5 3 10 17:00:00 3 2 0 5 118:00:00 0 0 5 5 1 11 18:00:00 2 4 0 6 1

8:00 9:00 11:00 12:00 13:00 16:00 17:00 18:009 11 2 14 15 2 15 10

5 0 14 19 41 19 0 0 0 0 0

0 6 11 17 9 53 16 20 0 36 5


IntervalTime




11:00:00 4 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 11 011:15:00 4 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 13 211:30:00 4 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 18 511:45:00 4 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 19 112:00:00 4 0 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 21 212:15:00 4 0 0 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 21 012:30:00 4 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 25 412:45:00 5 1 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 27 213:00:00 5 0 0 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 29 213:00:26 5 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 29 016:00:00 5 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 29 016:15:00 5 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 30 116:30:00 5 0 0 0 8 2 0 0 0 0 0 0 0 0 0 0 0 0 34 416:45:00 5 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 36 217:00:00 5 0 0 0 10 2 0 0 0 0 0 0 0 0 0 0 0 0 37 117:15:00 5 0 0 0 12 2 0 0 0 0 0 0 0 0 0 0 0 0 37 017:30:00 5 0 0 0 13 1 0 0 0 0 0 0 0 0 0 0 0 0 38 117:45:00 5 0 0 0 14 1 0 0 0 0 0 0 0 0 0 0 0 0 39 118:00:00 5 0 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 0 41 218:00:19 5 0 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 0 41 0


IntervalTime




11:00:00 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 011:15:00 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 011:30:00 0 0 1 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 3 011:45:00 0 0 2 1 4 1 0 0 0 0 0 0 0 0 0 0 0 0 3 012:00:00 0 0 2 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 3 012:15:00 0 0 2 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 112:30:00 0 0 2 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 4 012:45:00 0 0 2 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 113:00:00 0 0 2 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 013:00:26 0 0 2 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 016:00:00 0 0 2 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 016:15:00 0 0 3 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 7 216:30:00 0 0 4 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 8 116:45:00 0 0 6 2 6 1 0 0 0 0 0 0 0 0 0 0 0 0 8 017:00:00 0 0 6 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 8 017:15:00 0 0 6 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 017:30:00 0 0 6 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 8 017:45:00 0 0 6 0 10 2 0 0 0 0 0 0 0 0 0 0 0 0 9 118:00:00 0 0 6 0 11 1 0 0 0 0 0 0 0 0 0 0 0 0 9 018:00:19 0 0 8 2 11 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0


IntervalTime




11:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 013:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 013:00:26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 016:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 016:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 016:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 016:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 017:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 017:15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 017:30:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 017:45:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 018:00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 018:00:19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


IntervalTime




11:00:00 3 0 8 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 011:15:00 3 0 8 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 111:30:00 3 0 8 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 011:45:00 6 3 9 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 112:00:00 6 0 9 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 012:15:00 6 0 10 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 012:30:00 6 0 11 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 012:45:00 8 2 12 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 013:00:00 10 2 12 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 013:00:26 10 0 13 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 016:00:00 10 0 14 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 016:15:00 13 3 14 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 016:30:00 13 0 15 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 016:45:00 13 0 16 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4 117:00:00 13 0 16 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4 017:15:00 14 1 16 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4 017:30:00 14 0 17 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4 017:45:00 15 1 18 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4 018:00:00 15 0 20 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5 118:00:19 15 0 20 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5 0


From:To:

7:00:00

9:00:00


8:00:00

9:00:00


Windsor

1201700003

WYANDOTTE ST & INDIAN RD

11

8-Feb-12

Weather conditions:


** Non-Signalized Intersection ** Major Road: WYANDOTTE ST runs W/E

North Leg Total:

North Entering:

North Peds:

Peds Cross:

20

8

48

Cyclists

Trucks

Cars

Totals

0

0

2

2

0

0

0

0

0

0

6

6

0

0

8

Cyclists

Trucks

Cars

Totals

0

0

12

12


0 12 93 105


0 0 11 11

0 8 127 135

0 0 0 0

0 8 138

Peds Cross:

West Peds:

West Entering:

West Leg Total:

10

146

251

INDIAN RD

WYANDOTTE STW

N

E

S

WYANDOTTE ST

INDIAN RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

250

107

1


1 0 0 1

91 12 0 103

3 0 0 3

95 12 0


135 8 0 143

Cars

Trucks

Cyclists

Totals

3

0

0

3

Cars

Trucks

Cyclists

Totals

0

0

0

0

0

0

0

0

2

0

0

2

2

0

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

25

2

5

Comments


From:To:

11:00:00

13:00:00


12:00:00

13:00:00


Windsor

1201700003


11

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

18

10

54

Cyclists

Trucks

Cars

Totals

0

0

4

4

0

0

2

2

0

0

4

4

0

0

10

Cyclists

Trucks

Cars

Totals

0

0

8

8


0 5 100 105


0 0 6 6

0 7 90 97

0 0 2 2

0 7 98

Peds Cross:

West Peds:

West Entering:

West Leg Total:

12

105

210

INDIAN RD

WYANDOTTE STW

N

E

S

WYANDOTTE ST

INDIAN RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

209

103

8


1 0 0 1

95 5 0 100

2 0 0 2

98 5 0


99 7 0 106

Cars

Trucks

Cyclists

Totals

6

0

0

6

Cars

Trucks

Cyclists

Totals

1

0

0

1

1

0

0

1

5

0

0

5

7

0

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

34

7

13

Comments


From:To:

16:00:00

18:00:00


16:30:00

17:30:00


Windsor

1201700003


11

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

18

13

29

Cyclists

Trucks

Cars

Totals

0

0

3

3

0

0

3

3

0

0

7

7

0

0

13

Cyclists

Trucks

Cars

Totals

0

0

5

5


0 4 157 161


0 0 1 1

0 5 129 134

0 0 0 0

0 5 130

Peds Cross:

West Peds:

West Entering:

West Leg Total:

4

135

296

INDIAN RD

WYANDOTTE STW

N

E

S

WYANDOTTE ST

INDIAN RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

317

165

5


3 0 0 3

154 4 0 158

4 0 0 4

161 4 0


147 5 0 152

Cars

Trucks

Cyclists

Totals

7

0

0

7

Cars

Trucks

Cyclists

Totals

0

0

0

0

1

0

0

1

11

0

0

11

12

0

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

14

12

19

Comments



Windsor

1201700003


11

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

83

46

223

Cyclists

Trucks

Cars

Totals

0

0

12

12

0

0

6

6

0

0

28

28

0

0

46

Cyclists

Trucks

Cars

Totals

0

0

37

37


0 43 588 631


0 0 18 18

0 44 632 676

0 0 6 6

0 44 656

Peds Cross:

West Peds:

West Entering:

West Leg Total:

36

700

1331

INDIAN RD

WYANDOTTE STW

N

E

S

WYANDOTTE ST

INDIAN RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

1376

648

27


16 0 0 16

575 43 0 618

14 0 0 14

605 43 0


684 44 0 728

Cars

Trucks

Cyclists

Totals

26

0

0

26

Cars

Trucks

Cyclists

Totals

1

0

0

1

3

0

0

3

24

0

0

24

28

0

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

110

28

54

Comments


Intersection: WYANDOTTE ST & INDIAN RD Count Date: 8-Feb-12 Municipality: Windsor





Hour Hour

Hour Hour

Ending Ending

Ending Ending

Left Left

Left Left

Thru Thru

Thru Thru

Right Right

Right Right

Grand Grand

Grand Grand

Total Total

Total Total

Total Total

Total Total

Peds Peds

Peds Peds

North/South

East/West

Total

Total

Approaches

Approaches


Totals:

Totals:

7:00:00 0 0 0 0 0 0 7:00:00 0 0 0 0 08:00:00 2 0 0 2 3 2 8:00:00 0 0 0 0 19:00:00 6 0 2 8 48 10 9:00:00 0 0 2 2 25

11:00:00 0 0 0 0 0 0 11:00:00 0 0 0 0 012:00:00 1 0 2 3 56 8 12:00:00 0 0 5 5 1513:00:00 4 2 4 10 54 17 13:00:00 1 1 5 7 3416:00:00 0 0 0 0 0 0 16:00:00 0 0 0 0 017:00:00 6 3 1 10 36 17 17:00:00 0 0 7 7 1718:00:00 9 1 3 13 26 20 18:00:00 0 2 5 7 18

7:00:00 0 0 0 0 0 1 7:00:00 0 1 0 1 08:00:00 1 41 2 44 0 144 8:00:00 0 100 0 100 09:00:00 3 103 1 107 1 253 9:00:00 11 135 0 146 10

11:00:00 0 0 0 0 0 2 11:00:00 0 2 0 2 012:00:00 0 88 4 92 4 191 12:00:00 0 96 3 99 413:00:00 2 100 1 103 8 208 13:00:00 6 97 2 105 1216:00:00 0 1 0 1 0 3 16:00:00 0 2 0 2 017:00:00 2 141 2 145 4 277 17:00:00 1 131 0 132 518:00:00 6 144 5 155 10 267 18:00:00 0 111 1 112 5

8:00 9:00 11:00 12:00 13:00 16:00 17:00 18:002 17 0 9 27 0 18 26

28 6 12 46 223 74 1 3 24 28 110

14 618 15 647 27 1346 18 675 6 699 36


IntervalTime




11:00:00 8 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 51 011:15:00 8 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 64 1311:30:00 9 1 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 92 2811:45:00 9 0 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 102 1012:00:00 9 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 107 512:15:00 11 2 1 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 112 512:30:00 13 2 1 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 118 612:45:00 13 0 1 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 132 1413:00:00 13 0 2 1 8 1 0 0 0 0 0 0 0 0 0 0 0 0 161 2913:00:19 13 0 2 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 161 016:00:00 13 0 2 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 161 016:15:00 14 1 2 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 173 1216:30:00 18 4 3 1 8 0 0 0 0 0 0 0 0 0 0 0 0 0 183 1016:45:00 19 1 5 2 9 1 0 0 0 0 0 0 0 0 0 0 0 0 190 717:00:00 19 0 5 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 197 717:15:00 22 3 6 1 9 0 0 0 0 0 0 0 0 0 0 0 0 0 202 517:30:00 25 3 6 0 11 2 0 0 0 0 0 0 0 0 0 0 0 0 212 1017:45:00 25 0 6 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 216 418:00:00 28 3 6 0 12 1 0 0 0 0 0 0 0 0 0 0 0 0 223 718:00:17 28 0 6 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 223 0


IntervalTime




11:00:00 4 0 122 0 3 0 0 0 22 0 0 0 0 0 0 0 0 0 1 011:15:00 4 0 138 16 4 1 0 0 24 2 0 0 0 0 0 0 0 0 3 211:30:00 4 0 164 26 5 1 0 0 25 1 0 0 0 0 0 0 0 0 4 111:45:00 4 0 182 18 6 1 0 0 26 1 0 0 0 0 0 0 0 0 5 112:00:00 4 0 204 22 7 1 0 0 28 2 0 0 0 0 0 0 0 0 5 012:15:00 5 1 224 20 7 0 0 0 29 1 0 0 0 0 0 0 0 0 7 212:30:00 5 0 247 23 7 0 0 0 30 1 0 0 0 0 0 0 0 0 7 012:45:00 6 1 272 25 8 1 0 0 31 1 0 0 0 0 0 0 0 0 7 013:00:00 6 0 299 27 8 0 0 0 33 2 0 0 0 0 0 0 0 0 13 613:00:19 6 0 300 1 8 0 0 0 33 0 0 0 0 0 0 0 0 0 13 016:00:00 6 0 300 0 8 0 0 0 33 0 0 0 0 0 0 0 0 0 13 016:15:00 7 1 329 29 9 1 0 0 35 2 0 0 0 0 0 0 0 0 13 016:30:00 8 1 360 31 10 1 0 0 37 2 0 0 0 0 0 0 0 0 15 216:45:00 8 0 400 40 10 0 0 0 38 1 0 0 0 0 0 0 0 0 16 117:00:00 8 0 435 35 10 0 0 0 39 1 0 0 0 0 0 0 0 0 17 117:15:00 11 3 473 38 12 2 0 0 40 1 0 0 0 0 0 0 0 0 19 217:30:00 12 1 514 41 13 1 0 0 41 1 0 0 0 0 0 0 0 0 20 117:45:00 12 0 546 32 13 0 0 0 42 1 0 0 0 0 0 0 0 0 20 018:00:00 14 2 575 29 15 2 0 0 43 1 0 0 0 0 0 0 0 0 27 718:00:17 14 0 575 0 16 1 0 0 43 0 0 0 0 0 0 0 0 0 27 0


IntervalTime




11:00:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 26 011:15:00 0 0 0 0 5 3 0 0 0 0 0 0 0 0 0 0 0 0 29 311:30:00 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 32 311:45:00 0 0 0 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 34 212:00:00 0 0 0 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 41 712:15:00 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 47 612:30:00 0 0 0 0 10 3 0 0 0 0 0 0 0 0 0 0 0 0 48 112:45:00 0 0 1 1 11 1 0 0 0 0 0 0 0 0 0 0 0 0 58 1013:00:00 1 1 1 0 12 1 0 0 0 0 0 0 0 0 0 0 0 0 75 1713:00:19 1 0 1 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 75 016:00:00 1 0 1 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 75 016:15:00 1 0 1 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 83 816:30:00 1 0 1 0 13 1 0 0 0 0 0 0 0 0 0 0 0 0 87 416:45:00 1 0 1 0 16 3 0 0 0 0 0 0 0 0 0 0 0 0 88 117:00:00 1 0 1 0 19 3 0 0 0 0 0 0 0 0 0 0 0 0 92 417:15:00 1 0 1 0 21 2 0 0 0 0 0 0 0 0 0 0 0 0 95 317:30:00 1 0 2 1 24 3 0 0 0 0 0 0 0 0 0 0 0 0 101 617:45:00 1 0 2 0 24 0 0 0 0 0 0 0 0 0 0 0 0 0 107 618:00:00 1 0 3 1 24 0 0 0 0 0 0 0 0 0 0 0 0 0 110 318:00:17 1 0 3 0 24 0 0 0 0 0 0 0 0 0 0 0 0 0 110 0


IntervalTime




11:00:00 11 0 218 1 0 0 0 0 20 0 0 0 0 0 0 0 0 0 10 011:15:00 11 0 244 26 2 2 0 0 22 2 0 0 0 0 0 0 0 0 13 311:30:00 11 0 270 26 2 0 0 0 23 1 0 0 0 0 0 0 0 0 13 011:45:00 11 0 292 22 2 0 0 0 24 1 0 0 0 0 0 0 0 0 14 112:00:00 11 0 308 16 3 1 0 0 26 2 0 0 0 0 0 0 0 0 14 012:15:00 11 0 323 15 3 0 0 0 27 1 0 0 0 0 0 0 0 0 16 212:30:00 12 1 342 19 3 0 0 0 31 4 0 0 0 0 0 0 0 0 17 112:45:00 14 2 363 21 4 1 0 0 32 1 0 0 0 0 0 0 0 0 18 113:00:00 17 3 398 35 5 1 0 0 33 1 0 0 0 0 0 0 0 0 26 813:00:19 17 0 399 1 5 0 0 0 33 0 0 0 0 0 0 0 0 0 26 016:00:00 17 0 400 1 5 0 0 0 33 0 0 0 0 0 0 0 0 0 26 016:15:00 17 0 434 34 5 0 0 0 34 1 0 0 0 0 0 0 0 0 26 016:30:00 17 0 458 24 5 0 0 0 36 2 0 0 0 0 0 0 0 0 28 216:45:00 18 1 496 38 5 0 0 0 36 0 0 0 0 0 0 0 0 0 29 117:00:00 18 0 526 30 5 0 0 0 38 2 0 0 0 0 0 0 0 0 31 217:15:00 18 0 551 25 5 0 0 0 39 1 0 0 0 0 0 0 0 0 31 017:30:00 18 0 587 36 5 0 0 0 41 2 0 0 0 0 0 0 0 0 32 117:45:00 18 0 612 25 6 1 0 0 42 1 0 0 0 0 0 0 0 0 35 318:00:00 18 0 631 19 6 0 0 0 44 2 0 0 0 0 0 0 0 0 36 118:00:17 18 0 632 1 6 0 0 0 44 0 0 0 0 0 0 0 0 0 36 0


From:To:

7:00:00

9:00:00


7:45:00

8:45:00


Windsor

1201700004

HURON CHURCH RD & WYANDOT

10

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

578

320

37

Cyclists

Trucks

Cars

Totals

0

4

13

17

0

5

225

230

0

2

71

73

0

11

309

Cyclists

Trucks

Cars

Totals

0

9

249

258


0 15 89 104


0 2 17 19

0 6 103 109

0 0 21 21

0 8 141

Peds Cross:

West Peds:

West Entering:

West Leg Total:

4

149

253

HURON CHURCH RD

WYANDOTTE STW

N

E

S

WYANDOTTE ST

HURON CHURCH RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

607

407

2


215 7 0 222

76 11 0 87

95 3 0 98

386 21 0


191 9 0 200

Cars

Trucks

Cyclists

Totals

341

8

0

349

Cars

Trucks

Cyclists

Totals

0

0

0

0

17

0

0

17

17

1

0

18

34

1

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

4

35

384

Comments


From:To:

11:00:00

13:00:00


12:00:00

13:00:00


Windsor

1201700004


10

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

521

328

65

Cyclists

Trucks

Cars

Totals

0

0

7

7

0

4

210

214

0

3

104

107

0

7

321

Cyclists

Trucks

Cars

Totals

0

4

189

193


0 5 98 103


0 1 10 11

0 5 77 82

0 1 12 13

0 7 99

Peds Cross:

West Peds:

West Entering:

West Leg Total:

3

106

209

HURON CHURCH RD

WYANDOTTE STW

N

E

S

WYANDOTTE ST

HURON CHURCH RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

604

399

4


165 3 0 168

86 5 0 91

138 2 0 140

389 10 0


194 11 0 205

Cars

Trucks

Cyclists

Totals

360

7

0

367

Cars

Trucks

Cyclists

Totals

5

0

0

5

14

0

0

14

13

3

0

16

32

3

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

25

35

402

Comments


From:To:

16:00:00

18:00:00


16:30:00

17:30:00


Windsor

1201700004


10

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

718

448

74

Cyclists

Trucks

Cars

Totals

0

0

14

14

0

1

338

339

0

0

95

95

0

1

447

Cyclists

Trucks

Cars

Totals

0

3

267

270


0 4 162 166


0 1 9 10

0 3 106 109

0 1 31 32

0 5 146

Peds Cross:

West Peds:

West Entering:

West Leg Total:

4

151

317

HURON CHURCH RD

WYANDOTTE STW

N

E

S

WYANDOTTE ST

HURON CHURCH RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

862

611

5


207 1 0 208

128 4 0 132

269 2 0 271

604 7 0


243 8 0 251

Cars

Trucks

Cyclists

Totals

638

4

0

642

Cars

Trucks

Cyclists

Totals

20

0

0

20

51

1

0

52

42

5

0

47

113

6

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

26

119

761

Comments



Windsor

1201700004


10

8-Feb-12

Weather conditions:



North Leg Total:

North Entering:

North Peds:

Peds Cross:

3264

1997

303

Cyclists

Trucks

Cars

Totals

0

5

57

62

0

17

1401

1418

0

16

501

517

0

38

1959

Cyclists

Trucks

Cars

Totals

0

35

1232

1267


0 44 607 651


0 10 53 63

0 31 497 528

0 3 134 137

0 44 684

Peds Cross:

West Peds:

West Entering:

West Leg Total:

24

728

1379

HURON CHURCH RD

WYANDOTTE STW

N

E

S

WYANDOTTE ST

HURON CHURCH RD

East Leg Total:

East Entering:

East Peds:

Peds Cross:

3726

2556

26


1028 22 0 1050

510 39 0 549

943 14 0 957

2481 75 0


1114 56 0 1170

Cars

Trucks

Cyclists

Totals

2478

34

0

2512

Cars

Trucks

Cyclists

Totals

40

0

0

40

151

3

0

154

116

9

0

125

307

12

0

Peds Cross:

South Peds:

South Entering:

South Leg Total:

88

319

2831

Comments


Intersection: HURON CHURCH RD & WYANDOCount Date: 8-Feb-12 Municipality: Windsor





Hour Hour

Hour Hour

Ending Ending

Ending Ending

Left Left

Left Left

Thru Thru

Thru Thru

Right Right

Right Right

Grand Grand

Grand Grand

Total Total

Total Total

Total Total

Total Total

Peds Peds

Peds Peds

North/South

East/West

Total

Total

Approaches

Approaches


Totals:

Totals:

7:00:00 0 0 0 0 0 0 7:00:00 0 0 0 0 08:00:00 66 106 3 175 7 195 8:00:00 1 11 8 20 39:00:00 77 245 18 340 34 373 9:00:00 0 14 19 33 5

11:00:00 0 1 2 3 0 3 11:00:00 0 0 0 0 012:00:00 93 200 9 302 75 332 12:00:00 1 17 12 30 1713:00:00 107 214 7 328 65 363 13:00:00 5 14 16 35 2516:00:00 0 0 0 0 0 1 16:00:00 0 1 0 1 017:00:00 82 282 15 379 57 467 17:00:00 14 45 29 88 1218:00:00 92 370 8 470 65 581 18:00:00 19 52 40 111 26

7:00:00 0 0 0 0 0 1 7:00:00 0 1 0 1 08:00:00 67 41 78 186 2 286 8:00:00 7 80 13 100 29:00:00 92 90 208 390 2 533 9:00:00 21 98 24 143 3

11:00:00 0 0 0 0 0 3 11:00:00 0 2 1 3 012:00:00 148 82 197 427 7 529 12:00:00 7 75 20 102 713:00:00 140 91 168 399 4 505 13:00:00 11 82 13 106 316:00:00 0 1 0 1 0 4 16:00:00 0 3 0 3 017:00:00 246 116 214 576 4 720 17:00:00 9 97 38 144 318:00:00 263 128 185 576 7 701 18:00:00 8 89 28 125 6

8:00 9:00 11:00 12:00 13:00 16:00 17:00 18:00164 250 2 329 332 3 440 490

517 1418 62 1997 303 2315 40 154 124 318 88

956 549 1050 2555 26 3282 63 527 137 727 24


IntervalTime




11:00:00 136 0 344 0 19 0 7 0 8 0 4 0 0 0 0 0 0 0 41 011:15:00 160 24 388 44 20 1 7 0 10 2 4 0 0 0 0 0 0 0 59 1811:30:00 181 21 460 72 26 6 10 3 11 1 4 0 0 0 0 0 0 0 90 3111:45:00 198 17 497 37 26 0 11 1 11 0 4 0 0 0 0 0 0 0 107 1712:00:00 225 27 540 43 27 1 11 0 12 1 5 1 0 0 0 0 0 0 116 912:15:00 246 21 589 49 28 1 13 2 12 0 5 0 0 0 0 0 0 0 127 1112:30:00 279 33 642 53 30 2 13 0 14 2 5 0 0 0 0 0 0 0 144 1712:45:00 297 18 695 53 31 1 13 0 15 1 5 0 0 0 0 0 0 0 161 1713:00:00 329 32 750 55 34 3 14 1 16 1 5 0 0 0 0 0 0 0 181 2013:00:19 329 0 750 0 34 0 14 0 16 0 5 0 0 0 0 0 0 0 181 016:00:00 329 0 750 0 34 0 14 0 16 0 5 0 0 0 0 0 0 0 181 016:15:00 352 23 831 81 39 5 16 2 16 0 5 0 0 0 0 0 0 0 191 1016:30:00 368 16 887 56 43 4 16 0 16 0 5 0 0 0 0 0 0 0 204 1316:45:00 388 20 966 79 46 3 16 0 16 0 5 0 0 0 0 0 0 0 223 1917:00:00 409 21 1031 65 49 3 16 0 17 1 5 0 0 0 0 0 0 0 238 1517:15:00 431 22 1118 87 53 4 16 0 17 0 5 0 0 0 0 0 0 0 252 1417:30:00 463 32 1225 107 57 4 16 0 17 0 5 0 0 0 0 0 0 0 278 2617:45:00 487 24 1319 94 57 0 16 0 17 0 5 0 0 0 0 0 0 0 292 1418:00:00 501 14 1401 82 57 0 16 0 17 0 5 0 0 0 0 0 0 0 303 1118:00:11 501 0 1401 0 57 0 16 0 17 0 5 0 0 0 0 0 0 0 303 0


IntervalTime




11:00:00 155 0 112 0 274 0 4 0 19 0 12 0 0 0 0 0 0 0 4 011:15:00 188 33 127 15 317 43 6 2 21 2 14 2 0 0 0 0 0 0 6 211:30:00 231 43 148 21 391 74 6 0 22 1 14 0 0 0 0 0 0 0 9 311:45:00 267 36 167 19 438 47 7 1 23 1 16 2 0 0 0 0 0 0 9 012:00:00 298 31 189 22 466 28 9 2 24 1 17 1 0 0 0 0 0 0 11 212:15:00 337 39 209 20 502 36 9 0 25 1 17 0 0 0 0 0 0 0 11 012:30:00 371 34 228 19 539 37 10 1 26 1 17 0 0 0 0 0 0 0 14 312:45:00 406 35 253 25 579 40 10 0 27 1 18 1 0 0 0 0 0 0 14 013:00:00 436 30 275 22 631 52 11 1 29 2 20 2 0 0 0 0 0 0 15 113:00:19 436 0 276 1 631 0 11 0 29 0 20 0 0 0 0 0 0 0 15 016:00:00 436 0 276 0 631 0 11 0 29 0 20 0 0 0 0 0 0 0 15 016:15:00 506 70 296 20 684 53 11 0 31 2 20 0 0 0 0 0 0 0 16 116:30:00 562 56 325 29 733 49 12 1 33 2 21 1 0 0 0 0 0 0 18 216:45:00 630 68 358 33 793 60 14 2 34 1 22 1 0 0 0 0 0 0 18 017:00:00 679 49 386 28 843 50 14 0 35 1 22 0 0 0 0 0 0 0 19 117:15:00 728 49 420 34 886 43 14 0 36 1 22 0 0 0 0 0 0 0 22 317:30:00 831 103 453 33 940 54 14 0 37 1 22 0 0 0 0 0 0 0 23 117:45:00 904 73 481 28 989 49 14 0 38 1 22 0 0 0 0 0 0 0 25 218:00:00 942 38 510 29 1028 39 14 0 39 1 22 0 0 0 0 0 0 0 26 118:00:11 943 1 510 0 1028 0 14 0 39 0 22 0 0 0 0 0 0 0 26 0


IntervalTime




11:00:00 1 0 24 0 26 0 0 0 1 0 1 0 0 0 0 0 0 0 8 011:15:00 2 1 27 3 27 1 0 0 1 0 1 0 0 0 0 0 0 0 14 611:30:00 2 0 33 6 31 4 0 0 2 1 1 0 0 0 0 0 0 0 18 411:45:00 2 0 34 1 33 2 0 0 2 0 1 0 0 0 0 0 0 0 21 312:00:00 2 0 40 6 38 5 0 0 2 0 1 0 0 0 0 0 0 0 25 412:15:00 2 0 41 1 41 3 0 0 2 0 2 1 0 0 0 0 0 0 28 312:30:00 4 2 47 6 44 3 0 0 2 0 2 0 0 0 0 0 0 0 35 712:45:00 4 0 50 3 49 5 0 0 2 0 2 0 0 0 0 0 0 0 41 613:00:00 7 3 54 4 51 2 0 0 2 0 4 2 0 0 0 0 0 0 50 913:00:19 7 0 54 0 51 0 0 0 2 0 4 0 0 0 0 0 0 0 50 016:00:00 7 0 55 1 51 0 0 0 2 0 4 0 0 0 0 0 0 0 50 016:15:00 13 6 63 8 54 3 0 0 2 0 4 0 0 0 0 0 0 0 50 016:30:00 13 0 72 9 60 6 0 0 2 0 4 0 0 0 0 0 0 0 51 116:45:00 17 4 84 12 70 10 0 0 2 0 5 1 0 0 0 0 0 0 56 517:00:00 21 4 100 16 79 9 0 0 2 0 5 0 0 0 0 0 0 0 62 617:15:00 27 6 109 9 91 12 0 0 3 1 5 0 0 0 0 0 0 0 68 617:30:00 33 6 123 14 102 11 0 0 3 0 9 4 0 0 0 0 0 0 77 917:45:00 37 4 135 12 107 5 0 0 3 0 9 0 0 0 0 0 0 0 86 918:00:00 40 3 151 16 115 8 0 0 3 0 9 0 0 0 0 0 0 0 88 218:00:11 40 0 151 0 116 1 0 0 3 0 9 0 0 0 0 0 0 0 88 0


IntervalTime




11:00:00 23 0 167 1 37 0 5 0 14 0 1 0 0 0 0 0 0 0 5 011:15:00 26 3 187 20 43 6 6 1 15 1 1 0 0 0 0 0 0 0 7 211:30:00 28 2 205 18 49 6 6 0 16 1 1 0 0 0 0 0 0 0 8 111:45:00 28 0 224 19 54 5 7 1 16 0 1 0 0 0 0 0 0 0 11 312:00:00 28 0 238 14 57 3 7 0 18 2 1 0 0 0 0 0 0 0 12 112:15:00 30 2 249 11 61 4 7 0 18 0 2 1 0 0 0 0 0 0 14 212:30:00 31 1 270 21 63 2 8 1 21 3 2 0 0 0 0 0 0 0 14 012:45:00 35 4 285 15 66 3 8 0 22 1 2 0 0 0 0 0 0 0 14 013:00:00 38 3 315 30 69 3 8 0 23 1 2 0 0 0 0 0 0 0 15 113:00:19 38 0 318 3 69 0 8 0 23 0 2 0 0 0 0 0 0 0 15 016:00:00 38 0 318 0 69 0 8 0 23 0 2 0 0 0 0 0 0 0 15 016:15:00 38 0 342 24 80 11 8 0 24 1 2 0 0 0 0 0 0 0 15 016:30:00 40 2 360 18 89 9 9 1 25 1 2 0 0 0 0 0 0 0 17 216:45:00 42 2 390 30 99 10 9 0 25 0 2 0 0 0 0 0 0 0 18 117:00:00 46 4 412 22 106 7 9 0 26 1 3 1 0 0 0 0 0 0 18 017:15:00 46 0 434 22 114 8 10 1 26 0 3 0 0 0 0 0 0 0 18 017:30:00 49 3 466 32 120 6 10 0 28 2 3 0 0 0 0 0 0 0 21 317:45:00 50 1 481 15 129 9 10 0 29 1 3 0 0 0 0 0 0 0 24 318:00:00 53 3 496 15 134 5 10 0 31 2 3 0 0 0 0 0 0 0 24 018:00:11 53 0 497 1 134 0 10 0 31 0 3 0 0 0 0 0 0 0 24 0

APPENDIX B

TRAFFIC REDISTRIBUTION

APPENDIX C

TRAFFIC ANALYSIS

APPENDIX C1

2012 EXISTING ANALYSIS

HCS+: Unsignalized Intersections Release 5.6 _______________________TWO-WAY STOP CONTROL SUMMARY___________________________ Analyst: AG Agency/Co.: American Date Performed: 3/2/2012 Analysis Time Period: AM Peak Intersection: Indian Road @ Mill Street Jurisdiction: Units: U. S. Customary Analysis Year: Existing Year 2012 Project ID: East/West Street: Mill Street North/South Street: Indian Road Intersection Orientation: EW Study period (hrs): 0.25 ______________________Vehicle Volumes and Adjustments_________________________ Major Street: Approach Eastbound Westbound Movement 1 2 3 | 4 5 6 L T R | L T R ______________________________________________________________________________ Volume 4 3 0 2 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 4 3 0 2 Percent Heavy Vehicles 14 -- -- -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No ______________________________________________________________________________ Minor Street: Approach Northbound Southbound Movement 7 8 9 | 10 11 12 L T R | L T R ______________________________________________________________________________ Volume 4 1 Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HFR 4 1 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 0 Configuration LR ______________________________________________________________________________ __________________Delay, Queue Length, and Level of Service___________________ Approach EB WB Northbound Southbound Movement 1 4 | 7 8 9 | 10 11 12 Lane Config LT | | LR ______________________________________________________________________________ v (vph) 4 5 C(m) (vph) 1545 1025 v/c 0.00 0.00 95% queue length 0.01 0.01 Control Delay 7.3 8.5 LOS A A Approach Delay 8.5 Approach LOS A ______________________________________________________________________________

HCS+: Unsignalized Intersections Release 5.6 _______________________TWO-WAY STOP CONTROL SUMMARY___________________________ Analyst: AG Agency/Co.: American Date Performed: 3/2/2012 Analysis Time Period: PM Peak Intersection: Indian Road @ Mill Street Jurisdiction: Units: U. S. Customary Analysis Year: Existing Year 2012 Project ID: East/West Street: Mill Street North/South Street: Indian Road Intersection Orientation: EW Study period (hrs): 0.25 ______________________Vehicle Volumes and Adjustments_________________________ Major Street: Approach Eastbound Westbound Movement 1 2 3 | 4 5 6 L T R | L T R ______________________________________________________________________________ Volume 2 4 2 5 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 2 4 2 5 Percent Heavy Vehicles 0 -- -- -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No ______________________________________________________________________________ Minor Street: Approach Northbound Southbound Movement 7 8 9 | 10 11 12 L T R | L T R ______________________________________________________________________________ Volume 0 4 Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HFR 0 4 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 0 Configuration LR ______________________________________________________________________________ __________________Delay, Queue Length, and Level of Service___________________ Approach EB WB Northbound Southbound Movement 1 4 | 7 8 9 | 10 11 12 Lane Config LT | | LR ______________________________________________________________________________ v (vph) 2 4 C(m) (vph) 1627 1085 v/c 0.00 0.00 95% queue length 0.00 0.01 Control Delay 7.2 8.3 LOS A A Approach Delay 8.3 Approach LOS A ______________________________________________________________________________

HCS+: Unsignalized Intersections Release 5.6 _______________________TWO-WAY STOP CONTROL SUMMARY___________________________ Analyst: AG Agency/Co.: American Date Performed: 3/2/2012 Analysis Time Period: AM Peak Intersection: Indian Road @ Wyandotte Street Jurisdiction: Units: U. S. Customary Analysis Year: Existing Year 2012 Project ID: East/West Street: Wyandotte Street North/South Street: Indian Road Intersection Orientation: EW Study period (hrs): 0.25 ______________________Vehicle Volumes and Adjustments_________________________ Major Street: Approach Eastbound Westbound Movement 1 2 3 | 4 5 6 L T R | L T R ______________________________________________________________________________ Volume 11 135 0 3 103 1 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 11 142 0 3 108 1 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No ______________________________________________________________________________ Minor Street: Approach Northbound Southbound Movement 7 8 9 | 10 11 12 L T R | L T R ______________________________________________________________________________ Volume 0 0 2 6 0 2 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 2 6 0 2 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR ______________________________________________________________________________ __________________Delay, Queue Length, and Level of Service___________________ Approach EB WB Northbound Southbound Movement 1 4 | 7 8 9 | 10 11 12 Lane Config LTR LTR | LTR | LTR ______________________________________________________________________________ v (vph) 11 3 2 8 C(m) (vph) 1494 1453 911 723 v/c 0.01 0.00 0.00 0.01 95% queue length 0.02 0.01 0.01 0.03 Control Delay 7.4 7.5 9.0 10.0+ LOS A A A B Approach Delay 9.0 10.0+ Approach LOS A B ______________________________________________________________________________

HCS+: Unsignalized Intersections Release 5.6 _______________________TWO-WAY STOP CONTROL SUMMARY___________________________ Analyst: AG Agency/Co.: American Date Performed: 3/2/2012 Analysis Time Period: PM Peak Intersection: Indian Road @ Wyandotte Street Jurisdiction: Units: U. S. Customary Analysis Year: Existing Year 2012 Project ID: East/West Street: Wyandotte Street North/South Street: Indian Road Intersection Orientation: EW Study period (hrs): 0.25 ______________________Vehicle Volumes and Adjustments_________________________ Major Street: Approach Eastbound Westbound Movement 1 2 3 | 4 5 6 L T R | L T R ______________________________________________________________________________ Volume 1 134 0 4 158 3 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 1 141 0 4 166 3 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No ______________________________________________________________________________ Minor Street: Approach Northbound Southbound Movement 7 8 9 | 10 11 12 L T R | L T R ______________________________________________________________________________ Volume 0 1 11 7 3 3 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 1 11 7 3 3 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR ______________________________________________________________________________ __________________Delay, Queue Length, and Level of Service___________________ Approach EB WB Northbound Southbound Movement 1 4 | 7 8 9 | 10 11 12 Lane Config LTR LTR | LTR | LTR ______________________________________________________________________________ v (vph) 1 4 12 13 C(m) (vph) 1421 1455 874 661 v/c 0.00 0.00 0.01 0.02 95% queue length 0.00 0.01 0.04 0.06 Control Delay 7.5 7.5 9.2 10.6 LOS A A A B Approach Delay 9.2 10.6 Approach LOS A B ______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Huron Church Rd @ College Ave Agency: American Area Type: All other areas Date: 3/2/2012 Jurisd: Period: AM Peak Year : 2012 Existing Project ID: E/W St: College Avenue N/S St: Huron Church Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 1 2 0 | 1 1 1 | 1 4 0 | 1 4 0 | LGConfig | L TR | L T R | L TR | L TR | Volume |79 122 89 |82 74 26 |101 1456 191 |15 582 35 | Lane Width |12.0 12.0 |12.0 12.0 12.0 |12.0 12.0 |12.0 12.0 | RTOR Vol | 0 | 0 | 0 | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left A A Thru A | Thru A A Right A | Right A A Peds | Peds WB Left A | SB Left A Thru A | Thru A Right A | Right A Peds | Peds NB Right | EB Right SB Right | WB Right Green 21.0 10.0 5.0 32.0 Yellow 4.0 4.0 4.0 4.0 All Red 2.0 0.0 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound L 304 1303 0.27 0.23 28.7 C TR 759 3253 0.29 0.23 28.6 C 28.6 C Westbound L 245 1050 0.35 0.23 29.7 C T 414 1776 0.19 0.23 27.9 C 28.6 C R 317 1357 0.09 0.23 27.1 C Northbound L 366 1736 0.29 0.21 30.3 C TR 2808 5877 0.62 0.48 17.8 B 18.5 B Southbound L 167 1504 0.10 0.11 36.2 D TR 1829 5144 0.36 0.36 21.5 C 21.9 C Intersection Delay = 20.9 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Huron Church Rd @ College Ave Agency: American Area Type: All other areas Date: 3/2/2012 Jurisd: Period: PM Peak Year : 2012 Existing Project ID: E/W St: College Avenue N/S St: Huron Church Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 1 2 0 | 1 1 1 | 1 4 0 | 1 4 0 | LGConfig | L TR | L T R | L TR | L TR | Volume |35 118 86 |173 111 19 |62 865 149 |31 1428 39 | Lane Width |12.0 12.0 |12.0 12.0 12.0 |12.0 12.0 |12.0 12.0 | RTOR Vol | 0 | 0 | 0 | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left A Thru A | Thru A Right A | Right A Peds | Peds WB Left A | SB Left A A Thru A | Thru A A Right A | Right A A Peds | Peds NB Right | EB Right SB Right | WB Right Green 21.0 10.0 5.0 32.0 Yellow 4.0 4.0 4.0 4.0 All Red 2.0 0.0 2.0 2.0 Cycle Length: 90.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound L 302 1295 0.12 0.23 27.4 C TR 791 3388 0.27 0.23 28.4 C 28.3 C Westbound L 268 1150 0.68 0.23 38.2 D T 439 1881 0.27 0.23 28.5 C 33.9 C R 359 1538 0.06 0.23 26.9 C Northbound L 201 1805 0.32 0.11 37.8 D TR 1779 5004 0.60 0.36 24.3 C 25.1 C Southbound L 360 1703 0.09 0.21 28.7 C TR 2705 5661 0.57 0.48 17.2 B 17.4 B Intersection Delay = 22.5 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Wyandotte St @ Huron Church Rd Agency: American Area Type: All other areas Date: 3/2/2012 Jurisd: Period: AM Peak Year : 2012 Existing Project ID: E/W St: Wyandotte Street N/S St: Huron Church Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 1 0 | 0 2 0 | 0 2 0 | 1 1 0 | LGConfig | LTR | LTR | LTR | L TR | Volume |19 109 21 |98 87 222 |0 17 18 |73 230 17 | Lane Width | 12.0 | 12.0 | 12.0 |12.0 12.0 | RTOR Vol | 0 | 0 | 0 | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left A Thru A | Thru A Right A | Right A Peds | Peds WB Left A | SB Left A Thru A | Thru A Right A | Right A Peds | Peds NB Right | EB Right SB Right | WB Right Green 25.0 43.0 Yellow 4.0 4.0 All Red 2.0 2.0 Cycle Length: 80.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound LTR 505 1616 0.31 0.31 21.3 C 21.3 C Westbound LTR 882 2822 0.49 0.31 22.7 C 22.7 C Northbound LTR 1741 3239 0.02 0.54 8.7 A 8.7 A Southbound L 726 1350 0.11 0.54 9.1 A TR 976 1816 0.27 0.54 10.1 B 9.9 A Intersection Delay = 17.4 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Wyandotte St @ Huron Church Rd Agency: American Area Type: All other areas Date: 3/2/2012 Jurisd: Period: PM Peak Year : 2012 Existing Project ID: E/W St: Wyandotte Street N/S St: Huron Church Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 1 0 | 0 2 0 | 0 2 0 | 1 1 0 | LGConfig | LTR | DefL TR | LTR | L TR | Volume |10 109 32 |271 132 208 |20 52 47 |95 339 14 | Lane Width | 12.0 |12.0 12.0 | 12.0 |12.0 12.0 | RTOR Vol | 0 | 0 | 0 | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left A Thru A | Thru A Right A | Right A Peds | Peds WB Left A | SB Left A Thru A | Thru A Right A | Right A Peds | Peds NB Right | EB Right SB Right | WB Right Green 25.0 43.0 Yellow 4.0 4.0 All Red 2.0 2.0 Cycle Length: 80.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound LTR 539 1725 0.30 0.31 21.1 C 21.1 C Westbound DefL 391 1251 0.73 0.31 31.3 C TR 530 1696 0.68 0.31 27.4 C 29.1 C Northbound LTR 1532 2851 0.08 0.54 9.0 A 9.0 A Southbound L 687 1279 0.15 0.54 9.4 A TR 1015 1889 0.37 0.54 10.9 B 10.6 B Intersection Delay = 20.1 (sec/veh) Intersection LOS = C _______________________________________________________________________________

APPENDIX C2

2012 DETOUR ANALYSIS WITH

NO IMPROVEMENTS

HCS+: Unsignalized Intersections Release 5.6 _______________________TWO-WAY STOP CONTROL SUMMARY___________________________ Analyst: AG Agency/Co.: American Date Performed: 3/2/2012 Analysis Time Period: AM Peak Intersection: Indian Road @ College Ave Jurisdiction: Units: U. S. Customary Analysis Year: 2012 Detour Analysis No Imprv Project ID: East/West Street: College Avenue North/South Street: Indian Road Intersection Orientation: EW Study period (hrs): 0.25 ______________________Vehicle Volumes and Adjustments_________________________ Major Street: Approach Eastbound Westbound Movement 1 2 3 | 4 5 6 L T R | L T R ______________________________________________________________________________ Volume 4 293 200 37 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 4 308 210 38 Percent Heavy Vehicles 5 -- -- -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No ______________________________________________________________________________ Minor Street: Approach Northbound Southbound Movement 7 8 9 | 10 11 12 L T R | L T R ______________________________________________________________________________ Volume 353 1 Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HFR 371 1 Percent Heavy Vehicles 5 5 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 0 Configuration LR ______________________________________________________________________________ __________________Delay, Queue Length, and Level of Service___________________ Approach EB WB Northbound Southbound Movement 1 4 | 7 8 9 | 10 11 12 Lane Config LT | | LR ______________________________________________________________________________ v (vph) 4 372 C(m) (vph) 1300 493 v/c 0.00 0.75 95% queue length 0.01 6.46 Control Delay 7.8 31.4 LOS A D Approach Delay 31.4 Approach LOS D ______________________________________________________________________________

HCS+: Unsignalized Intersections Release 5.6 _______________________TWO-WAY STOP CONTROL SUMMARY___________________________ Analyst: AG Agency/Co.: American Date Performed: 3/2/2012 Analysis Time Period: PM Peak Intersection: Indian Road @ College Ave Jurisdiction: Units: U. S. Customary Analysis Year: 2012 Detour Analysis No Imprv Project ID: East/West Street: College Avenue North/South Street: Indian Road Intersection Orientation: EW Study period (hrs): 0.25 ______________________Vehicle Volumes and Adjustments_________________________ Major Street: Approach Eastbound Westbound Movement 1 2 3 | 4 5 6 L T R | L T R ______________________________________________________________________________ Volume 2 243 199 124 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 2 255 209 130 Percent Heavy Vehicles 5 -- -- -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No ______________________________________________________________________________ Minor Street: Approach Northbound Southbound Movement 7 8 9 | 10 11 12 L T R | L T R ______________________________________________________________________________ Volume 642 4 Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HFR 675 4 Percent Heavy Vehicles 5 5 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 0 Configuration LR ______________________________________________________________________________ __________________Delay, Queue Length, and Level of Service___________________ Approach EB WB Northbound Southbound Movement 1 4 | 7 8 9 | 10 11 12 Lane Config LT | | LR ______________________________________________________________________________ v (vph) 2 679 C(m) (vph) 1204 502 v/c 0.00 1.35 95% queue length 0.00 30.48 Control Delay 8.0 194.7 LOS A F Approach Delay 194.7 Approach LOS F ______________________________________________________________________________

HCS+: Unsignalized Intersections Release 5.6 _______________________TWO-WAY STOP CONTROL SUMMARY___________________________ Analyst: AG Agency/Co.: American Date Performed: 3/2/2012 Analysis Time Period: AM Peak Intersection: Indian Road @ Wyandotte Street Jurisdiction: Units: U. S. Customary Analysis Year: 2012 Detour Analysis No Imprv Project ID: East/West Street: Wyandotte Street North/South Street: Indian Road Intersection Orientation: EW Study period (hrs): 0.25 ______________________Vehicle Volumes and Adjustments_________________________ Major Street: Approach Eastbound Westbound Movement 1 2 3 | 4 5 6 L T R | L T R ______________________________________________________________________________ Volume 11 114 21 331 103 1 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 11 120 22 348 108 1 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No ______________________________________________________________________________ Minor Street: Approach Northbound Southbound Movement 7 8 9 | 10 11 12 L T R | L T R ______________________________________________________________________________ Volume 0 17 20 6 0 2 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 17 21 6 0 2 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR ______________________________________________________________________________ __________________Delay, Queue Length, and Level of Service___________________ Approach EB WB Northbound Southbound Movement 1 4 | 7 8 9 | 10 11 12 Lane Config LTR LTR | LTR | LTR ______________________________________________________________________________ v (vph) 11 348 38 8 C(m) (vph) 1494 1453 340 213 v/c 0.01 0.24 0.11 0.04 95% queue length 0.02 0.94 0.37 0.12 Control Delay 7.4 8.3 16.9 22.6 LOS A A C C Approach Delay 16.9 22.6 Approach LOS C C ______________________________________________________________________________

HCS+: Unsignalized Intersections Release 5.6 _______________________TWO-WAY STOP CONTROL SUMMARY___________________________ Analyst: AG Agency/Co.: American Date Performed: 3/2/2012 Analysis Time Period: PM Peak Intersection: Indian Road @ Wyandotte Street Jurisdiction: Units: U. S. Customary Analysis Year: 2012 Detour Analysis No Imprv Project ID: East/West Street: Wyandotte Street North/South Street: Indian Road Intersection Orientation: EW Study period (hrs): 0.25 ______________________Vehicle Volumes and Adjustments_________________________ Major Street: Approach Eastbound Westbound Movement 1 2 3 | 4 5 6 L T R | L T R ______________________________________________________________________________ Volume 1 102 32 614 138 3 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 1 107 33 646 145 3 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No ______________________________________________________________________________ Minor Street: Approach Northbound Southbound Movement 7 8 9 | 10 11 12 L T R | L T R ______________________________________________________________________________ Volume 20 53 58 7 3 3 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 21 55 61 7 3 3 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR ______________________________________________________________________________ __________________Delay, Queue Length, and Level of Service___________________ Approach EB WB Northbound Southbound Movement 1 4 | 7 8 9 | 10 11 12 Lane Config LTR LTR | LTR | LTR ______________________________________________________________________________ v (vph) 1 646 137 13 C(m) (vph) 1446 1456 98 14 v/c 0.00 0.44 1.40 0.93 95% queue length 0.00 2.34 10.01 2.15 Control Delay 7.5 9.4 307.7 574.3 LOS A A F F Approach Delay 307.7 574.3 Approach LOS F F ______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Huron Church Rd @ College Ave Agency: American Area Type: All other areas Date: 3/2/2012 Jurisd: Period: AM Peak Year : 2012 Detour Analysis No Imprv Project ID: E/W St: College Avenue N/S St: Huron Church Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 1 2 0 | 1 1 1 | 1 4 0 | 1 4 0 | LGConfig | L TR | L T R | L TR | L TR | Volume |79 122 438 |82 74 26 |136 1421 191 |15 362 25 | Lane Width |12.0 12.0 |12.0 12.0 12.0 |12.0 12.0 |12.0 12.0 | RTOR Vol | 0 | 0 | 0 | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left A A Thru A | Thru A A Right A | Right A A Peds | Peds WB Left A | SB Left A Thru A | Thru A Right A | Right A Peds | Peds NB Right | EB Right SB Right | WB Right Green 26.0 10.0 5.0 32.0 Yellow 4.0 4.0 4.0 4.0 All Red 2.0 0.0 2.0 2.0 Cycle Length: 95.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound L 357 1303 0.23 0.27 27.1 C TR 845 3087 0.70 0.27 33.5 C 32.7 C Westbound L 137 501 0.63 0.27 39.1 D T 486 1776 0.16 0.27 26.4 C 32.0 C R 371 1357 0.07 0.27 25.7 C Northbound L 347 1736 0.41 0.20 33.9 C TR 2660 5877 0.64 0.45 20.5 C 21.6 C Southbound L 158 1504 0.10 0.11 38.7 D TR 1734 5148 0.23 0.34 22.8 C 23.4 C Intersection Delay = 24.8 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Huron Church Rd @ College Ave Agency: American Area Type: All other areas Date: 3/2/2012 Jurisd: Period: PM Peak Year : 2012 Detour Analysis No Imprv Project ID: E/W St: College Avenue N/S St: Huron Church Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 1 2 0 | 1 1 1 | 1 4 0 | 1 4 0 | LGConfig | L TR | L T R | L TR | L TR | Volume |35 118 728 |173 111 19 |181 746 149 |31 1104 24 | Lane Width |12.0 12.0 |12.0 12.0 12.0 |12.0 12.0 |12.0 12.0 | RTOR Vol | 0 | 0 | 0 | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left A Thru A | Thru A Right A | Right A Peds | Peds WB Left A | SB Left A A Thru A | Thru A A Right A | Right A A Peds | Peds NB Right | EB Right SB Right | WB Right Green 41.3 10.7 5.0 21.0 Yellow 4.0 4.0 4.0 4.0 All Red 2.0 0.0 2.0 2.0 Cycle Length: 100.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound L 535 1295 0.07 0.41 17.8 B TR 1301 3151 0.68 0.41 25.5 C 25.2 C Westbound L 159 386 1.14 0.41 144.9 F T 777 1881 0.15 0.41 18.5 B 90.5 F R 635 1538 0.03 0.41 17.5 B Northbound L 193 1805 0.99 0.11 106.2 F TR 1053 5015 0.89 0.21 48.4 D 58.2 E Southbound L 335 1703 0.10 0.20 33.0 C TR 1811 5660 0.66 0.32 30.1 C 30.2 C Intersection Delay = 43.1 (sec/veh) Intersection LOS = D _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Wyandotte St @ Huron Church Rd Agency: American Area Type: All other areas Date: 3/2/2012 Jurisd: Period: AM Peak Year : 2012 Detour Analysis Project ID: E/W St: Wyandotte Street N/S St: Huron Church Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 1 0 | 0 2 0 | 0 0 0 | 1 0 1 | LGConfig | LT | TR | | L R | Volume |19 109 | 185 222 | |73 247 | Lane Width | 12.0 | 12.0 | |12.0 12.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left Thru A | Thru Right | Right Peds | Peds WB Left | SB Left A Thru A | Thru Right A | Right A Peds | Peds NB Right | EB Right SB Right | WB Right Green 25.0 43.0 Yellow 4.0 4.0 All Red 2.0 2.0 Cycle Length: 80.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound LT 504 1612 0.27 0.31 20.9 C 20.9 C Westbound TR 965 3089 0.44 0.31 22.3 C 22.3 C Northbound Southbound L 942 1752 0.08 0.54 9.0 A 10.6 B R 700 1302 0.37 0.54 11.0 B Intersection Delay = 17.7 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Wyandotte St @ Huron Church Rd Agency: American Area Type: All other areas Date: 3/2/2012 Jurisd: Period: PM Peak Year : 2012 Detour Analysis Project ID: E/W St: Wyandotte Street N/S St: Huron Church Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 1 0 | 0 2 0 | 0 0 0 | 1 0 1 | LGConfig | LT | TR | | L R | Volume |10 109 | 403 208 | |95 353 | Lane Width | 12.0 | 12.0 | |12.0 12.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left Thru A | Thru Right | Right Peds | Peds WB Left | SB Left A Thru A | Thru Right A | Right A Peds | Peds NB Right | EB Right SB Right | WB Right Green 25.0 43.0 Yellow 4.0 4.0 All Red 2.0 2.0 Cycle Length: 80.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound LT 534 1710 0.24 0.31 20.6 C 20.6 C Westbound TR 1048 3355 0.61 0.31 24.5 C 24.5 C Northbound Southbound L 970 1805 0.10 0.54 9.1 A 11.0 B R 868 1615 0.43 0.54 11.5 B Intersection Delay = 18.9 (sec/veh) Intersection LOS = B _______________________________________________________________________________

APPENDIX C3

2012 DETOUR ANALYSIS WITH

IMPROVEMENTS

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Indian Rd @ College Ave Agency: American Area Type: All other areas Date: 3/5/2012 Jurisd: Period: AM Peak Year : 2012 Detour Analysis - Imprv Project ID: E/W St: College Avenue N/S St: Indian Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 1 0 | 0 1 0 | 0 0 0 | 0 0 0 | LGConfig | LT | TR | | LR | Volume |4 293 | 200 37 | |353 1 | Lane Width | 12.0 | 12.0 | | 12.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left Thru A | Thru Right | Right Peds | Peds WB Left | SB Left A Thru A | Thru Right A | Right A Peds | Peds NB Right | EB Right SB Right | WB Right Green 23.0 35.0 Yellow 4.0 4.0 All Red 2.0 2.0 Cycle Length: 70.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound LT 592 1802 0.53 0.33 20.0- B 20.0- B Westbound TR 582 1771 0.43 0.33 18.9 B 18.9 B Northbound Southbound LR 862 1723 0.43 0.50 11.5 B 11.5 B Intersection Delay = 16.3 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Indian Rd @ College Ave Agency: American Area Type: All other areas Date: 3/5/2012 Jurisd: Period: PM Peak Year : 2012 Detour Analysis - Imprv Project ID: E/W St: College Avenue N/S St: Indian Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 1 0 | 0 1 0 | 0 0 0 | 0 0 0 | LGConfig | LT | TR | | LR | Volume |2 243 | 199 124 | |642 4 | Lane Width | 12.0 | 12.0 | | 12.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left Thru A | Thru Right | Right Peds | Peds WB Left | SB Left A Thru A | Thru Right A | Right A Peds | Peds NB Right | EB Right SB Right | WB Right Green 23.0 35.0 Yellow 4.0 4.0 All Red 2.0 2.0 Cycle Length: 70.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound LT 593 1805 0.44 0.33 18.9 B 18.9 B Westbound TR 564 1715 0.60 0.33 21.5 C 21.5 C Northbound Southbound LR 861 1722 0.79 0.50 19.5 B 19.5 B Intersection Delay = 19.9 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Indian Rd @ Wyandotte St Agency: American Area Type: All other areas Date: 3/5/2012 Jurisd: Period: AM Peak Year : 2012 Detour Analysis - Imprv Project ID: E/W St: Wyandotte St N/S St: Indian Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 1 0 | 0 1 0 | 0 1 0 | 0 1 0 | LGConfig | LTR | LTR | LTR | LTR | Volume |11 114 21 |331 103 1 |0 17 20 |6 0 2 | Lane Width | 12.0 | 12.0 | 12.0 | 12.0 | RTOR Vol | 0 | 0 | 0 | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left A Thru A | Thru A Right A | Right A Peds | Peds WB Left A A | SB Left A Thru A A | Thru A Right A A | Right A Peds | Peds NB Right | EB Right SB Right | WB Right Green 27.0 27.0 10.0 Yellow 4.0 4.0 4.0 All Red 0.0 2.0 2.0 Cycle Length: 80.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound LTR 571 1693 0.27 0.34 19.6 B 19.6 B Westbound LTR 988 1743 0.46 0.73 4.9 A 4.9 A Northbound LTR 210 1678 0.19 0.13 31.8 C 31.8 C Southbound LTR 175 1399 0.05 0.13 30.9 C 30.9 C Intersection Delay = 10.2 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Indian Rd @ Wyandotte St Agency: American Area Type: All other areas Date: 3/5/2012 Jurisd: Period: PM Peak Year : 2012 Detour Analysis - Imprv Project ID: E/W St: Wyandotte St N/S St: Indian Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 1 0 | 0 1 0 | 0 1 0 | 0 1 0 | LGConfig | LTR | LTR | LTR | LTR | Volume |1 102 32 |614 138 3 |20 53 58 |7 3 3 | Lane Width | 12.0 | 12.0 | 12.0 | 12.0 | RTOR Vol | 0 | 0 | 0 | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left A Thru A | Thru A Right A | Right A Peds | Peds WB Left A A | SB Left A Thru A A | Thru A Right A A | Right A Peds | Peds NB Right | EB Right SB Right | WB Right Green 26.0 25.0 13.0 Yellow 4.0 4.0 4.0 All Red 0.0 2.0 2.0 Cycle Length: 80.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound LTR 545 1743 0.26 0.31 20.8 C 20.8 C Westbound LTR 924 1738 0.86 0.69 17.8 B 17.8 B Northbound LTR 263 1617 0.52 0.16 32.6 C 32.6 C Southbound LTR 237 1458 0.05 0.16 28.4 C 28.4 C Intersection Delay = 20.2 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Huron Church Rd @ College Ave Agency: American Area Type: All other areas Date: 3/2/2012 Jurisd: Period: AM Peak Year : 2012 Detour Analysis - Imprv Project ID: E/W St: College Avenue N/S St: Huron Church Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 1 1 1 | 1 1 1 | 1 4 0 | 1 4 0 | LGConfig | L T R | L T R | L TR | L TR | Volume |79 122 438 |82 74 26 |136 1421 191 |15 362 25 | Lane Width |12.0 12.0 12.0 |12.0 12.0 12.0 |12.0 12.0 |12.0 12.0 | RTOR Vol | 0 | 0 | 0 | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left A A Thru A | Thru A A Right A | Right A A Peds | Peds WB Left A | SB Left A Thru A | Thru A Right A | Right A Peds | Peds NB Right | EB Right A SB Right | WB Right Green 26.0 10.0 5.0 32.0 Yellow 4.0 4.0 4.0 4.0 All Red 2.0 0.0 2.0 2.0 Cycle Length: 95.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound L 357 1303 0.23 0.27 27.1 C T 495 1810 0.26 0.27 27.2 C 24.6 C R 693 1568 0.67 0.44 23.4 C Westbound L 316 1155 0.27 0.27 27.5 C T 486 1776 0.16 0.27 26.4 C 26.8 C R 371 1357 0.07 0.27 25.7 C Northbound L 347 1736 0.41 0.20 33.9 C TR 2660 5877 0.64 0.45 20.5 C 21.6 C Southbound L 158 1504 0.10 0.11 38.7 D TR 1734 5148 0.23 0.34 22.8 C 23.4 C Intersection Delay = 22.8 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Huron Church Rd @ College Ave Agency: American Area Type: All other areas Date: 3/2/2012 Jurisd: Period: PM Peak Year : 2012 Detour Analysis - Imprv Project ID: E/W St: College Avenue N/S St: Huron Church Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 1 1 1 | 1 1 1 | 1 4 0 | 1 4 0 | LGConfig | L T R | L T R | L TR | L TR | Volume |35 118 728 |173 111 19 |181 746 149 |31 1104 24 | Lane Width |12.0 12.0 12.0 |12.0 12.0 12.0 |12.0 12.0 |12.0 12.0 | RTOR Vol | 0 | 0 | 0 | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left A Thru A | Thru A Right A | Right A Peds | Peds WB Left A | SB Left A A Thru A | Thru A A Right A | Right A A Peds | Peds NB Right | EB Right A SB Right | WB Right Green 33.0 17.0 5.0 28.0 Yellow 4.0 4.0 4.0 4.0 All Red 2.0 0.0 2.0 2.0 Cycle Length: 105.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound L 407 1295 0.09 0.31 25.5 C T 597 1900 0.21 0.31 26.6 C 31.9 C R 861 1615 0.89 0.53 33.1 C Westbound L 397 1262 0.46 0.31 29.7 C T 591 1881 0.20 0.31 26.5 C 28.2 C R 483 1538 0.04 0.31 25.0 C Northbound L 292 1805 0.65 0.16 46.4 D TR 1337 5015 0.70 0.27 36.5 D 38.2 D Southbound L 422 1703 0.08 0.25 30.4 C TR 2102 5660 0.56 0.37 26.6 C 26.7 C Intersection Delay = 31.8 (sec/veh) Intersection LOS = C _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Wyandotte St @ Huron Church Rd Agency: American Area Type: All other areas Date: 3/2/2012 Jurisd: Period: AM Peak Year : 2012 Detour Analysis Project ID: E/W St: Wyandotte Street N/S St: Huron Church Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 1 0 | 0 2 0 | 0 0 0 | 1 0 1 | LGConfig | LT | TR | | L R | Volume |19 109 | 185 222 | |73 247 | Lane Width | 12.0 | 12.0 | |12.0 12.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left Thru A | Thru Right | Right Peds | Peds WB Left | SB Left A Thru A | Thru Right A | Right A Peds | Peds NB Right | EB Right SB Right | WB Right Green 25.0 43.0 Yellow 4.0 4.0 All Red 2.0 2.0 Cycle Length: 80.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound LT 504 1612 0.27 0.31 20.9 C 20.9 C Westbound TR 965 3089 0.44 0.31 22.3 C 22.3 C Northbound Southbound L 942 1752 0.08 0.54 9.0 A 10.6 B R 700 1302 0.37 0.54 11.0 B Intersection Delay = 17.7 (sec/veh) Intersection LOS = B _______________________________________________________________________________

HCS+: Signalized Intersections Release 5.4 Analyst: AG Inter.: Wyandotte St @ Huron Church Rd Agency: American Area Type: All other areas Date: 3/2/2012 Jurisd: Period: PM Peak Year : 2012 Detour Analysis Project ID: E/W St: Wyandotte Street N/S St: Huron Church Road _________________________SIGNALIZED INTERSECTION SUMMARY_______________________ | Eastbound | Westbound | Northbound | Southbound | | L T R | L T R | L T R | L T R | |_______________|_______________|_______________|_______________| No. Lanes | 0 1 0 | 0 2 0 | 0 0 0 | 1 0 1 | LGConfig | LT | TR | | L R | Volume |10 109 | 403 208 | |95 353 | Lane Width | 12.0 | 12.0 | |12.0 12.0 | RTOR Vol | | 0 | | 0 | _______________________________________________________________________________Duration 0.25 Area Type: All other areas ______________________________Signal Operations________________________________Phase Combination 1 2 3 4 | 5 6 7 8 EB Left A | NB Left Thru A | Thru Right | Right Peds | Peds WB Left | SB Left A Thru A | Thru Right A | Right A Peds | Peds NB Right | EB Right SB Right | WB Right Green 25.0 43.0 Yellow 4.0 4.0 All Red 2.0 2.0 Cycle Length: 80.0 secs ____________________Intersection Performance Summary___________________________Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate __________ __________ ___________ Grp Capacity (s) v/c g/C Delay LOS Delay LOS _______________________________________________________________________________Eastbound LT 534 1710 0.24 0.31 20.6 C 20.6 C Westbound TR 1048 3355 0.61 0.31 24.5 C 24.5 C Northbound Southbound L 970 1805 0.10 0.54 9.1 A 11.0 B R 868 1615 0.43 0.54 11.5 B Intersection Delay = 18.9 (sec/veh) Intersection LOS = B _______________________________________________________________________________

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