appendix a - wordpress.com...almono lp 2 pa 837 pedestrian bridge new pedestrian bridge on sr 837...

Appendix A Background Plans / Studies

Appendix A | State Route 885 / Second Avenue Multimodal Corridor Study p. 1

Study Area Planned Projects (by Others) LIST

PROJECT NAME PROJECT DESCRIPTION STATUS SPONSOR

PEDESTRIAN AND BICYCLE PROJECTS

1 Blair Street Bike Path (Hazelwood Green)

On-street bike facilities on Blair Street through Hazelwood Green development to Hazelwood Ave

Constructed. Will be open to the public soon

City of Pittsburgh / Almono LP

2 PA 837 Pedestrian Bridge

New pedestrian bridge on SR 837 adjacent to SR885 at the Glenwood Interchange

In Development (completion ~2021)

PennDOT / TIP

TRANSIT PROJECTS

3 Route Modification for PAAC Bus Route 57

Imminent PAAC

4 Bus Rapid Transit – East End /Oakland / Downtown

Bus rapid transit routing (non-stop) between downtown and Oakland / East end areas

In Design Development URA / PAAC

5 PAAC Oakland BRT Signal Improvements

Smart Spines project includes signal upgrades on 2nd Avenue

Funding identified for short-term (2017-2020)

SPC / LRTP

ROADWAY/TRAFFIC PROJECTS

6 Almono -TIIF Highway Construction

Construction of on- and off-site transportation improvements and site utility infrastructure


Almono LP / PennDOT / TIP

7 Parkway East Improvements

Parkway East (Downtown to Monroeville) corridor safety improvements


PennDOT / TIP

8 Bates Street Reconstruction and Capacity Upgrades

Funding identified for long-term (2029 - 2040)

SPC / LRTP

9 Boulevard of the Allies Resurfacing

Resurfacing on Boulevard of the Allies from Bates Street to Interchange Ramp; includes ped improvements in Second Avenue Study Area


PennDOT / TIP

BRIDGE PROJECTS

10 Glenwood Bridge Preservation (MA08)

Preservation on Glenwood Bridge (SR 885) over the Monongahela River


Allegheny County / TIP

11 Swinburne Bridge Restoration

Rehabilitation for the Swinburne Bridge in Junction Hollow


City of Pittsburgh / TIP


12 Charles Anderson Bridge Replacement

Replacement/rehabilitation on Charles Anderson Bridge (Boulevard of the Allies) over Schenley Park

In Development City of Pittsburgh / TIP

13 Boulevard of the Allies Ramps Bridge Preservation

Preservation on several ramps on PA 885 AND SR 8004 over I-376 at Birmingham Bridge


PennDOT / TIP

14 Boulevard of the Allies Ramp U Bridge Preservation

Preservation on Ramp U of PA 885 (Boulevard of Allies) at Brady Street

Under Construction (completion ~2019)

PennDOT / TIP

15 Armstrong Tunnel Bridge Restoration (AR01)

Restoration for the Armstrong Tunnel, including retiling, cleaning and improvements to the drainage system


Allegheny County / TIP

16 10th Street Bridge Rehabilitation

Funding identified for short-term (2017-2020)

SPC / LRTP

17 Glenwood Bridge Ramps Rehabilitation

Planned project but no funding identified yet.

Planned SPC / LRTP


Study Area Planned Projects (by Others) MAP


Study Area Plans (by Others)

Primary Focus

Plan Name Status*

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Implementation AREA/MASTER/NEIGHBORHOOD PLANS

Remaking Hazelwood 2009 (CMU Remaking Cities Institute)

2009

Long-term strategies

Greater Hazelwood Neighborhood Plan (Hazelwood Initiative, City of Pittsburgh Dept. of Planning)

IP


Hazelwood Green Master Plan (Preliminary Land Development Plan)

2018


Hazelwood Green Traffic Impact Study (PennDOT, RIDC)

IP

Short-term projects

Hazelwood Green Long Range Transportation Plan (related to Master plan)

IP

Long-term projects

Mon-Oakland Mobility Plan (City of Pittsburgh DOMI, URA)

IP

Long-term projects

Oakland 2025 Master Plan/Connector (Oakland Neighborhood Partnership Program)

2012


University of Pittsburgh / UPMC Campus Master Plan

IP

Long-term projects

Ecoinnovation District Plan (City of Pittsburgh, URA)

2017


CITY-WIDE PLANS City of Pittsburgh Bicycle Plan IP

Long-term projects

City of Pittsburgh Greenways Policy Guide

2017


A Vision Plan for Pittsburgh's Riverfronts (Riverlife)

2001


City of Pittsburgh Comprehensive Plan (and Transportation Vision Plan, under DOMI)

IP

Port Authority Transit Plan IP

I-376 Parkway East Corridor Transportation Network Project (PennDOT)

IP

Long-term projects


Plan Name Status*

Primary Focus

Implementation

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REGIONAL PLANS Smart Moves - Long Range Plan update (Regional Operations Plan component) (SPC)

IP

Long-term projects

Southwestern Pennsylvania Regional Active Transportation Plan (SPC)

2018


SPC Regional Freight Plan 2016

Long-term projects

TDM Regional Plan (SPC) IP Imagine Transportation 2.0: Seven Principles for a Better Transportation Future (Allegheny Conf. of Community Dev't; Regional Transportation Alliance of SW PA)

IP


* IP = In Progress

Appendix B Traffic Volume Data

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ADT Site #1 SummarySR 885/2nd Ave @ North of Glenwood Bridge

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ADT Site #2 SummarySR 885/2nd Ave @ South of Hazelwood Ave


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ADT Site #3 SummarySR 885/2nd Ave @ North of Hazelwood Ave


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ADT Site #4 SummarySR 885/2nd Ave @ Near Greenfield AveAverage Weekday Traffic by Direction

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ADT Site #5 SummarySR 885/2nd Ave @ South of 10th St Bridge


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ADT Site #6 SummarySR 885/2nd Ave @ Greenfield Ave


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File Name : 2nd & Elizabeth_AMSite Code : 17240014Start Date : 11/2/2017Page No : 1

Second Avenue and Elizabeth Street

Groups Printed- Pedestrians and BicyclesSecond Avenue

EastboundSecond Avenue

WestboundElizabeth Street

NorthboundElizabeth Street

SouthboundStart Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total

06:30 AM 0 0 0 0 0 0 0 0 9 9 0 0 0 0 0 0 0 0 3 3 1206:45 AM 0 0 0 1 1 0 0 0 2 2 0 0 0 0 0 1 0 0 3 4 7

Total 0 0 0 1 1 0 0 0 11 11 0 0 0 0 0 1 0 0 6 7 19

07:00 AM 0 0 0 0 0 0 0 0 13 13 0 0 0 0 0 0 0 0 3 3 1607:15 AM 0 0 0 1 1 0 0 0 3 3 0 0 0 0 0 0 0 0 4 4 807:30 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 207:45 AM 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 4

Total 0 0 0 3 3 0 0 0 20 20 0 0 0 0 0 0 0 0 7 7 30

08:00 AM 0 0 0 0 0 0 0 0 11 11 0 0 0 0 0 0 0 0 0 0 1108:15 AM 0 0 0 1 1 0 0 0 7 7 0 0 0 4 4 2 0 0 0 2 1408:30 AM 0 0 0 0 0 0 0 0 15 15 0 0 0 2 2 0 0 0 1 1 1808:45 AM 0 0 0 2 2 0 0 0 7 7 0 0 0 1 1 0 0 0 2 2 12

Total 0 0 0 3 3 0 0 0 40 40 0 0 0 7 7 2 0 0 3 5 55

09:00 AM 0 1 0 2 3 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 409:15 AM 0 0 0 0 0 0 1 0 2 3 0 0 0 1 1 1 0 0 3 4 8

Grand Total 0 1 0 9 10 0 1 0 74 75 0 0 0 8 8 4 0 0 19 23 116Apprch % 0 10 0 90 0 1.3 0 98.7 0 0 0 100 17.4 0 0 82.6

Total % 0 0.9 0 7.8 8.6 0 0.9 0 63.8 64.7 0 0 0 6.9 6.9 3.4 0 0 16.4 19.8

Second AvenueEastbound

Second AvenueWestbound

Elizabeth StreetNorthbound

Elizabeth StreetSouthbound

Start Time Left Thru Right Peds App. Total Thru Right Peds App. Total Thru Right Peds App. Total Thru Right Peds App. Total Int. Total

Peak Hour Analysis From 06:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:00 AM

08:00 AM 0 0 0 0 0 0 0 0 11 11 0 0 0 0 0 0 0 0 0 0 1108:15 AM 0 0 0 1 1 0 0 0 7 7 0 0 0 4 4 2 0 0 0 2 1408:30 AM 0 0 0 0 0 0 0 0 15 15 0 0 0 2 2 0 0 0 1 1 1808:45 AM 0 0 0 2 2 0 0 0 7 7 0 0 0 1 1 0 0 0 2 2 12Total Volume 0 0 0 3 3 0 0 0 40 40 0 0 0 7 7 2 0 0 3 5 55% App. Total 0 0 0 100 0 0 0 100 0 0 0 100 40 0 0 60

PHF .000 .000 .000 .375 .375 .000 .000 .000 .667 .667 .000 .000 .000 .438 .438 .250 .000 .000 .375 .625 .764

File Name : 2nd & Elizabeth_AMSite Code : 17240014Start Date : 11/2/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesSecond Avenue




Southbound

Start Time Left Thru RightRt. on

RedApp. Total Left Thru Right

Rt. on


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RedApp. Total Int. Total

06:30 AM 0 77 0 0 77 1 240 0 0 241 1 2 1 0 4 1 1 1 0 3 32506:45 AM 0 69 2 0 71 3 277 1 0 281 0 0 0 0 0 0 1 1 0 2 354

Total 0 146 2 0 148 4 517 1 0 522 1 2 1 0 4 1 2 2 0 5 679

07:00 AM 1 82 0 0 83 1 278 0 0 279 0 1 2 0 3 3 3 2 0 8 37307:15 AM 1 97 1 0 99 2 304 0 0 306 0 1 1 0 2 1 3 3 0 7 41407:30 AM 0 79 0 0 79 7 356 2 0 365 1 1 0 0 2 2 1 3 0 6 45207:45 AM 1 105 1 0 107 5 346 0 0 351 3 2 0 0 5 0 1 3 0 4 467

Total 3 363 2 0 368 15 1284 2 0 1301 4 5 3 0 12 6 8 11 0 25 1706

08:00 AM 0 73 0 0 73 0 296 1 0 297 1 2 1 0 4 0 1 3 0 4 37808:15 AM 1 86 1 0 88 9 299 0 0 308 1 4 0 0 5 3 5 3 0 11 41208:30 AM 0 57 0 0 57 3 235 3 0 241 1 2 4 0 7 3 2 2 0 7 31208:45 AM 3 91 0 0 94 2 220 3 0 225 3 1 0 0 4 0 2 10 0 12 335

Total 4 307 1 0 312 14 1050 7 0 1071 6 9 5 0 20 6 10 18 0 34 1437

09:00 AM 4 75 3 0 82 4 177 3 0 184 2 2 1 0 5 1 2 4 0 7 27809:15 AM 4 81 4 0 89 1 160 1 0 162 2 0 3 0 5 3 1 3 0 7 263

Grand Total 15 972 12 0 999 38 3188 14 0 3240 15 18 13 0 46 17 23 38 0 78 4363Apprch % 1.5 97.3 1.2 0 1.2 98.4 0.4 0 32.6 39.1 28.3 0 21.8 29.5 48.7 0

Total % 0.3 22.3 0.3 0 22.9 0.9 73.1 0.3 0 74.3 0.3 0.4 0.3 0 1.1 0.4 0.5 0.9 0 1.8Typical Vehicles 3068

% Typical Vehicles 100 88.7 100 0 89 92.1 96.2 64.3 0 96 86.7 100 92.3 0 93.5 88.2 95.7 94.7 0 93.6 94.4Heavy Duty Vehicles

% Heavy Duty Vehicles 0 11.3 0 0 11 7.9 3.8 35.7 0 4 13.3 0 7.7 0 6.5 11.8 4.3 5.3 0 6.4 5.6







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07:15 AM 1 97 1 0 99 2 304 0 0 306 0 1 1 0 2 1 3 3 0 7 41407:30 AM 0 79 0 0 79 7 356 2 0 365 1 1 0 0 2 2 1 3 0 6 45207:45 AM 1 105 1 0 107 5 346 0 0 351 3 2 0 0 5 0 1 3 0 4 46708:00 AM 0 73 0 0 73 0 296 1 0 297 1 2 1 0 4 0 1 3 0 4 378Total Volume 2 354 2 0 358 14 1302 3 0 1319 5 6 2 0 13 3 6 12 0 21 1711% App. Total 0.6 98.9 0.6 0 1.1 98.7 0.2 0 38.5 46.2 15.4 0 14.3 28.6 57.1 0

PHF .500 .843 .500 .000 .836 .500 .914 .375 .000 .903 .417 .750 .500 .000 .650 .375 .500 1.00 .000 .750 .916Typical Vehicles 1265

% Typical Vehicles 100 89.3 100 0 89.4 92.9 97.2 100 0 97.1 100 100 50.0 0 92.3 66.7 100 91.7 0 90.5 95.4Heavy Duty Vehicles

% Heavy Duty Vehicles 0 10.7 0 0 10.6 7.1 2.8 0 0 2.9 0 0 50.0 0 7.7 33.3 0 8.3 0 9.5 4.6

xwei

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File Name : 2nd & Elizabeth_PMSite Code : 17240014Start Date : 11/2/2017Page No : 1







04:00 PM 0 0 0 13 13 0 0 0 3 3 0 0 0 5 5 0 0 0 23 23 4404:15 PM 0 0 0 10 10 0 1 0 16 17 0 0 0 3 3 0 0 0 14 14 4404:30 PM 0 0 0 10 10 0 0 0 3 3 0 0 0 1 1 0 0 0 4 4 1804:45 PM 0 0 0 4 4 0 0 0 2 2 0 0 0 1 1 0 0 0 9 9 16

Total 0 0 0 37 37 0 1 0 24 25 0 0 0 10 10 0 0 0 50 50 122

05:00 PM 0 0 0 3 3 0 0 0 2 2 0 0 0 0 0 0 0 0 4 4 905:15 PM 0 0 0 5 5 0 0 0 4 4 1 0 0 3 4 0 0 0 8 8 2105:30 PM 0 0 6 1 7 0 1 0 2 3 0 0 0 1 1 0 0 0 14 14 2505:45 PM 0 0 0 4 4 0 0 0 4 4 0 0 0 2 2 0 0 0 5 5 15

Total 0 0 6 13 19 0 1 0 12 13 1 0 0 6 7 0 0 0 31 31 70

06:00 PM 0 0 0 4 4 0 0 0 4 4 0 0 0 0 0 0 0 0 11 11 1906:15 PM 0 0 0 2 2 0 0 0 2 2 0 0 0 1 1 0 0 0 5 5 1006:30 PM 0 0 0 1 1 0 0 0 3 3 0 0 0 2 2 0 0 0 2 2 806:45 PM 0 0 0 3 3 0 1 0 6 7 0 0 0 1 1 0 0 0 2 2 13

Total 0 0 0 10 10 0 1 0 15 16 0 0 0 4 4 0 0 0 20 20 50

Grand Total 0 0 6 60 66 0 3 0 51 54 1 0 0 20 21 0 0 0 101 101 242Apprch % 0 0 9.1 90.9 0 5.6 0 94.4 4.8 0 0 95.2 0 0 0 100

Total % 0 0 2.5 24.8 27.3 0 1.2 0 21.1 22.3 0.4 0 0 8.3 8.7 0 0 0 41.7 41.7






Peak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM

04:00 PM 0 0 0 13 13 0 0 0 3 3 0 0 0 5 5 0 0 0 23 23 4404:15 PM 0 0 0 10 10 0 1 0 16 17 0 0 0 3 3 0 0 0 14 14 4404:30 PM 0 0 0 10 10 0 0 0 3 3 0 0 0 1 1 0 0 0 4 4 1804:45 PM 0 0 0 4 4 0 0 0 2 2 0 0 0 1 1 0 0 0 9 9 16Total Volume 0 0 0 37 37 0 1 0 24 25 0 0 0 10 10 0 0 0 50 50 122% App. Total 0 0 0 100 0 4 0 96 0 0 0 100 0 0 0 100

PHF .000 .000 .000 .712 .712 .000 .250 .000 .375 .368 .000 .000 .000 .500 .500 .000 .000 .000 .543 .543 .693

File Name : 2nd & Elizabeth_PMSite Code : 17240014Start Date : 11/2/2017Page No : 1






Southbound



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04:00 PM 1 177 1 0 179 1 94 1 0 96 2 2 8 8 20 5 2 1 0 8 30304:15 PM 1 187 0 0 188 2 118 0 0 120 2 3 4 0 9 10 7 4 0 21 33804:30 PM 1 213 3 0 217 3 95 0 0 98 1 0 5 0 6 4 2 4 0 10 33104:45 PM 0 214 0 0 214 6 117 2 0 125 1 0 6 0 7 3 1 3 0 7 353

Total 3 791 4 0 798 12 424 3 0 439 6 5 23 8 42 22 12 12 0 46 1325

05:00 PM 1 229 1 0 231 2 112 0 0 114 3 1 11 0 15 3 1 2 0 6 36605:15 PM 0 209 4 0 213 6 115 1 0 122 1 1 8 0 10 7 3 1 1 12 35705:30 PM 0 212 1 0 213 5 103 1 0 109 6 0 3 0 9 4 2 2 0 8 33905:45 PM 2 212 3 0 217 8 104 2 0 114 3 3 3 0 9 2 0 2 0 4 344

Total 3 862 9 0 874 21 434 4 0 459 13 5 25 0 43 16 6 7 1 30 1406

06:00 PM 4 197 2 0 203 5 101 2 0 108 2 2 9 0 13 3 4 1 0 8 33206:15 PM 3 162 1 0 166 10 96 1 0 107 4 0 2 0 6 1 0 4 0 5 28406:30 PM 1 154 3 0 158 8 87 0 0 95 2 0 6 0 8 1 3 1 0 5 26606:45 PM 2 104 0 0 106 0 70 6 0 76 5 2 4 0 11 2 1 3 0 6 199

Total 10 617 6 0 633 23 354 9 0 386 13 4 21 0 38 7 8 9 0 24 1081

Grand Total 16 2270 19 0 2305 56 1212 16 0 1284 32 14 69 8 123 45 26 28 1 100 3812Apprch % 0.7 98.5 0.8 0 4.4 94.4 1.2 0 26 11.4 56.1 6.5 45 26 28 1

Total % 0.4 59.5 0.5 0 60.5 1.5 31.8 0.4 0 33.7 0.8 0.4 1.8 0.2 3.2 1.2 0.7 0.7 0 2.6Typical Vehicles 2206 1156

% Typical Vehicles 100 97.2 100 0 97.2 96.4 95.4 100 0 95.5 100 92.9 100 0 92.7 97.8 100 100 0 98 96.5Heavy Duty Vehicles

% Heavy Duty Vehicles 0 2.8 0 0 2.8 3.6 4.6 0 0 4.5 0 7.1 0 100 7.3 2.2 0 0 100 2 3.5







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04:45 PM 0 214 0 0 214 6 117 2 0 125 1 0 6 0 7 3 1 3 0 7 35305:00 PM 1 229 1 0 231 2 112 0 0 114 3 1 11 0 15 3 1 2 0 6 36605:15 PM 0 209 4 0 213 6 115 1 0 122 1 1 8 0 10 7 3 1 1 12 35705:30 PM 0 212 1 0 213 5 103 1 0 109 6 0 3 0 9 4 2 2 0 8 339Total Volume 1 864 6 0 871 19 447 4 0 470 11 2 28 0 41 17 7 8 1 33 1415% App. Total 0.1 99.2 0.7 0 4 95.1 0.9 0 26.8 4.9 68.3 0 51.5 21.2 24.2 3

PHF .250 .943 .375 .000 .943 .792 .955 .500 .000 .940 .458 .500 .636 .000 .683 .607 .583 .667 .250 .688 .967Typical Vehicles

% Typical Vehicles 100 97.3 100 0 97.4 100 96.4 100 0 96.6 100 100 100 0 100 100 100 100 0 97.0 97.2Heavy Duty Vehicles

% Heavy Duty Vehicles 0 2.7 0 0 2.6 0 3.6 0 0 3.4 0 0 0 0 0 0 0 0 100 3.0 2.8

xwei

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File Name : 2nd Av & Bates-Tech_AMSite Code : 17240005Start Date : 11/1/2017Page No : 1

Second Avenue and Bates Street/Technolog Drive(Technology Drive SB under Construction)



WestboundTechnology Drive

NorthboundBates StreetSouthbound

Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total

06:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 106:45 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1 4

Total 0 0 1 0 1 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1 5

07:00 AM 0 0 0 1 1 0 1 0 1 2 0 0 0 0 0 0 0 0 2 2 507:15 AM 0 0 1 0 1 0 0 0 1 1 0 0 0 1 1 0 0 0 2 2 507:30 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 2 2 407:45 AM 0 0 0 0 0 0 0 0 6 6 0 0 0 1 1 0 1 0 7 8 15

Total 0 0 1 1 2 0 1 0 9 10 0 0 0 3 3 0 1 0 13 14 29

08:00 AM 0 0 1 1 2 0 0 1 5 6 0 0 0 1 1 0 0 0 5 5 1408:15 AM 0 0 0 2 2 0 1 0 3 4 0 0 0 1 1 1 0 0 4 5 1208:30 AM 0 0 0 1 1 0 0 1 5 6 0 0 0 2 2 0 0 0 4 4 1308:45 AM 0 0 0 1 1 0 0 0 4 4 0 0 0 1 1 0 0 0 5 5 11

Total 0 0 1 5 6 0 1 2 17 20 0 0 0 5 5 1 0 0 18 19 50

09:00 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 1 1 0 0 0 2 2 509:15 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 1 0 0 1 2 4

Grand Total 0 0 3 6 9 0 2 2 32 36 0 0 0 10 10 2 1 0 35 38 93Apprch % 0 0 33.3 66.7 0 5.6 5.6 88.9 0 0 0 100 5.3 2.6 0 92.1

Total % 0 0 3.2 6.5 9.7 0 2.2 2.2 34.4 38.7 0 0 0 10.8 10.8 2.2 1.1 0 37.6 40.9



Technology DriveNorthbound

Bates StreetSouthbound



07:45 AM 0 0 0 0 0 0 0 0 6 6 0 0 0 1 1 0 1 0 7 8 1508:00 AM 0 0 1 1 2 0 0 1 5 6 0 0 0 1 1 0 0 0 5 5 1408:15 AM 0 0 0 2 2 0 1 0 3 4 0 0 0 1 1 1 0 0 4 5 1208:30 AM 0 0 0 1 1 0 0 1 5 6 0 0 0 2 2 0 0 0 4 4 13Total Volume 0 0 1 4 5 0 1 2 19 22 0 0 0 5 5 1 1 0 20 22 54% App. Total 0 0 20 80 0 4.5 9.1 86.4 0 0 0 100 4.5 4.5 0 90.9

PHF .000 .000 .250 .500 .625 .000 .250 .500 .792 .917 .000 .000 .000 .625 .625 .250 .250 .000 .714 .688 .900

File Name : 2nd Av & Bates-Tech_AMSite Code : 17240005Start Date : 11/1/2017Page No : 1

Second Avenue and Bates Street/Technolog Drive(Technology Drive SB under Construction)







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06:30 AM 29 47 0 0 76 0 119 131 0 250 0 0 0 0 0 130 0 40 0 170 49606:45 AM 21 48 0 0 69 0 105 153 0 258 0 5 2 0 7 108 0 37 0 145 479

Total 50 95 0 0 145 0 224 284 0 508 0 5 2 0 7 238 0 77 0 315 975

07:00 AM 34 52 0 0 86 0 118 122 0 240 0 2 2 0 4 114 0 43 0 157 48707:15 AM 35 64 0 0 99 0 130 136 0 266 0 1 4 0 5 116 0 27 0 143 51307:30 AM 46 72 0 0 118 0 106 121 0 227 1 3 0 0 4 97 0 46 0 143 49207:45 AM 31 68 0 0 99 0 129 110 0 239 0 2 4 0 6 105 0 43 0 148 492

Total 146 256 0 0 402 0 483 489 0 972 1 8 10 0 19 432 0 159 0 591 1984

08:00 AM 37 52 0 0 89 0 177 133 0 310 0 4 2 0 6 93 0 48 0 141 54608:15 AM 34 64 0 0 98 0 138 103 0 241 0 5 2 0 7 108 0 49 0 157 50308:30 AM 38 54 0 0 92 0 101 103 0 204 1 6 0 0 7 109 0 48 0 157 46008:45 AM 42 54 0 0 96 0 88 98 0 186 0 4 1 0 5 98 0 44 0 142 429

Total 151 224 0 0 375 0 504 437 0 941 1 19 5 0 25 408 0 189 0 597 1938

09:00 AM 44 57 0 0 101 0 98 102 0 200 0 6 3 0 9 83 0 49 0 132 44209:15 AM 38 53 0 0 91 0 57 98 0 155 0 5 2 0 7 101 0 51 0 152 405

Grand Total 429 685 0 0 1114 0 1366 1410 0 2776 2 43 22 0 67 1262 0 525 0 1787 5744Apprch % 38.5 61.5 0 0 0 49.2 50.8 0 3 64.2 32.8 0 70.6 0 29.4 0

Total % 7.5 11.9 0 0 19.4 0 23.8 24.5 0 48.3 0 0.7 0.4 0 1.2 22 0 9.1 0 31.1Typical Vehicles 1287 1303 1209

% Typical Vehicles 76.7 81.6 0 0 79.7 0 94.2 92.4 0 93.3 100 65.1 95.5 0 76.1 95.8 0 86.7 0 93.1 90.4Heavy Duty Vehicles

% Heavy Duty Vehicles 23.3 18.4 0 0 20.3 0 5.8 7.6 0 6.7 0 34.9 4.5 0 23.9 4.2 0 13.3 0 6.9 9.6







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07:15 AM 35 64 0 0 99 0 130 136 0 266 0 1 4 0 5 116 0 27 0 143 51307:30 AM 46 72 0 0 118 0 106 121 0 227 1 3 0 0 4 97 0 46 0 143 49207:45 AM 31 68 0 0 99 0 129 110 0 239 0 2 4 0 6 105 0 43 0 148 49208:00 AM 37 52 0 0 89 0 177 133 0 310 0 4 2 0 6 93 0 48 0 141 546Total Volume 149 256 0 0 405 0 542 500 0 1042 1 10 10 0 21 411 0 164 0 575 2043% App. Total 36.8 63.2 0 0 0 52 48 0 4.8 47.6 47.6 0 71.5 0 28.5 0


% Typical Vehicles 79.9 80.5 0 0 80.2 0 96.5 92.4 0 94.5 100 60.0 100 0 81.0 96.8 0 92.7 0 95.7 91.9Heavy Duty Vehicles

% Heavy Duty Vehicles 20.1 19.5 0 0 19.8 0 3.5 7.6 0 5.5 0 40.0 0 0 19.0 3.2 0 7.3 0 4.3 8.1

xwei

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File Name : 2nd Av & Bates-Tech_PMSite Code : 17240005Start Date : 11/8/2017Page No : 1

Second Avenue and Bates Street/Technology Drive






04:00 PM 0 0 0 3 3 0 0 0 6 6 0 0 0 6 6 1 0 0 8 9 2404:15 PM 0 0 0 0 0 0 0 0 9 9 0 0 0 0 0 1 0 0 6 7 1604:30 PM 0 0 0 0 0 0 0 0 2 2 0 1 0 0 1 0 0 0 7 7 1004:45 PM 0 0 0 2 2 0 0 0 4 4 0 0 0 6 6 0 0 0 5 5 17

Total 0 0 0 5 5 0 0 0 21 21 0 1 0 12 13 2 0 0 26 28 67

05:00 PM 0 0 0 1 1 0 0 0 4 4 0 0 0 2 2 0 0 0 5 5 1205:15 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 0 0 0 2 2 505:30 PM 0 0 0 0 0 0 0 0 3 3 0 0 0 1 1 0 0 0 1 1 505:45 PM 0 0 0 0 0 0 1 0 4 5 0 0 0 0 0 1 0 0 4 5 10

Total 0 0 0 2 2 0 1 0 12 13 0 0 0 4 4 1 0 0 12 13 32

06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 106:15 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 3 3 406:30 PM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 1 0 0 2 3 506:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 3 3 0 0 0 1 1 5

Total 0 0 0 0 0 0 0 0 4 4 0 0 0 3 3 1 0 0 7 8 15

Grand Total 0 0 0 7 7 0 1 0 37 38 0 1 0 19 20 4 0 0 45 49 114Apprch % 0 0 0 100 0 2.6 0 97.4 0 5 0 95 8.2 0 0 91.8

Total % 0 0 0 6.1 6.1 0 0.9 0 32.5 33.3 0 0.9 0 16.7 17.5 3.5 0 0 39.5 43







04:00 PM 0 0 0 3 3 0 0 0 6 6 0 0 0 6 6 1 0 0 8 9 2404:15 PM 0 0 0 0 0 0 0 0 9 9 0 0 0 0 0 1 0 0 6 7 1604:30 PM 0 0 0 0 0 0 0 0 2 2 0 1 0 0 1 0 0 0 7 7 1004:45 PM 0 0 0 2 2 0 0 0 4 4 0 0 0 6 6 0 0 0 5 5 17Total Volume 0 0 0 5 5 0 0 0 21 21 0 1 0 12 13 2 0 0 26 28 67% App. Total 0 0 0 100 0 0 0 100 0 7.7 0 92.3 7.1 0 0 92.9

PHF .000 .000 .000 .417 .417 .000 .000 .000 .583 .583 .000 .250 .000 .500 .542 .500 .000 .000 .813 .778 .698

File Name : 2nd Av & Bates-Tech_PMSite Code : 17240005Start Date : 11/8/2017Page No : 1

Second Avenue and Bates Street/Technology Drive







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04:00 PM 54 190 0 0 244 0 66 41 0 107 3 29 9 0 41 124 0 10 0 134 52604:15 PM 73 207 0 0 280 0 51 24 0 75 0 23 9 0 32 116 0 7 0 123 51004:30 PM 66 203 0 0 269 0 55 52 0 107 0 41 13 0 54 113 0 11 0 124 55404:45 PM 50 187 0 0 237 0 62 59 0 121 1 40 4 0 45 133 0 16 0 149 552

Total 243 787 0 0 1030 0 234 176 0 410 4 133 35 0 172 486 0 44 0 530 2142

05:00 PM 70 218 0 0 288 0 74 75 0 149 0 36 15 1 52 114 0 16 0 130 61905:15 PM 62 218 0 0 280 0 54 92 0 146 1 35 12 0 48 140 0 14 0 154 62805:30 PM 62 199 0 0 261 0 62 56 0 118 0 30 4 0 34 109 0 10 0 119 53205:45 PM 59 184 0 0 243 0 50 62 0 112 0 19 7 0 26 125 0 18 0 143 524

Total 253 819 0 0 1072 0 240 285 0 525 1 120 38 1 160 488 0 58 0 546 2303

06:00 PM 44 151 0 0 195 0 46 69 0 115 1 23 6 0 30 127 0 16 0 143 48306:15 PM 48 127 0 0 175 0 62 96 0 158 0 14 5 0 19 129 0 9 0 138 49006:30 PM 30 86 0 0 116 0 40 89 0 129 0 12 3 0 15 132 0 20 0 152 41206:45 PM 57 91 0 0 148 0 48 113 0 161 0 7 3 0 10 105 0 9 0 114 433

Total 179 455 0 0 634 0 196 367 0 563 1 56 17 0 74 493 0 54 0 547 1818

Grand Total 675 2061 0 0 2736 0 670 828 0 1498 6 309 90 1 406 1467 0 156 0 1623 6263Apprch % 24.7 75.3 0 0 0 44.7 55.3 0 1.5 76.1 22.2 0.2 90.4 0 9.6 0

Total % 10.8 32.9 0 0 43.7 0 10.7 13.2 0 23.9 0.1 4.9 1.4 0 6.5 23.4 0 2.5 0 25.9Typical Vehicles 1982 1444









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04:30 PM 66 203 0 0 269 0 55 52 0 107 0 41 13 0 54 113 0 11 0 124 55404:45 PM 50 187 0 0 237 0 62 59 0 121 1 40 4 0 45 133 0 16 0 149 55205:00 PM 70 218 0 0 288 0 74 75 0 149 0 36 15 1 52 114 0 16 0 130 61905:15 PM 62 218 0 0 280 0 54 92 0 146 1 35 12 0 48 140 0 14 0 154 628Total Volume 248 826 0 0 1074 0 245 278 0 523 2 152 44 1 199 500 0 57 0 557 2353% App. Total 23.1 76.9 0 0 0 46.8 53.2 0 1 76.4 22.1 0.5 89.8 0 10.2 0




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File Name : 2nd Av & Bridgeside_AMSite Code : 17240007Start Date : 11/1/2017Page No : 1

Second Avenue and Bridgeside Driveway



WestboundBridgeside Driveway

Northbound SouthboundStart Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total

06:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 106:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1

07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 107:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 108:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1

09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 3Apprch % 0 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0

Total % 0 33.3 0 0 33.3 0 66.7 0 0 66.7 0 0 0 0 0 0 0 0 0 0



Bridgeside DrivewayNorthbound Southbound




PHF .000 .250 .000 .000 .250 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500

File Name : 2nd Av & Bridgeside_AMSite Code : 17240007Start Date : 11/1/2017Page No : 1





Northbound Southbound



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06:30 AM 0 81 22 0 103 8 183 0 0 191 1 0 3 0 4 0 0 0 0 0 29806:45 AM 0 62 21 0 83 4 169 0 0 173 0 0 3 0 3 0 0 0 0 0 259

Total 0 143 43 0 186 12 352 0 0 364 1 0 6 0 7 0 0 0 0 0 557

07:00 AM 0 55 11 0 66 9 199 0 0 208 0 0 3 0 3 0 0 0 0 0 27707:15 AM 0 56 25 0 81 10 207 0 0 217 1 0 1 0 2 0 0 0 0 0 30007:30 AM 0 53 15 0 68 3 178 0 0 181 0 0 2 0 2 0 0 0 0 0 25107:45 AM 0 48 14 0 62 6 204 0 0 210 0 0 2 0 2 0 0 0 0 0 274

Total 0 212 65 0 277 28 788 0 0 816 1 0 8 0 9 0 0 0 0 0 1102

08:00 AM 0 50 9 0 59 2 246 0 0 248 0 0 3 0 3 0 0 0 0 0 31008:15 AM 0 58 12 0 70 3 174 0 0 177 1 0 1 0 2 0 0 0 0 0 24908:30 AM 0 48 21 0 69 7 126 0 0 133 0 0 2 0 2 0 0 0 0 0 20408:45 AM 0 37 7 0 44 8 110 0 0 118 0 0 1 0 1 0 0 0 0 0 163

Total 0 193 49 0 242 20 656 0 0 676 1 0 7 0 8 0 0 0 0 0 926

09:00 AM 0 59 8 0 67 6 134 0 0 140 0 0 1 0 1 0 0 0 0 0 20809:15 AM 0 61 11 0 72 2 83 0 0 85 0 0 0 0 0 0 0 0 0 0 157

Grand Total 0 668 176 0 844 68 2013 0 0 2081 3 0 22 0 25 0 0 0 0 0 2950Apprch % 0 79.1 20.9 0 3.3 96.7 0 0 12 0 88 0 0 0 0 0

Total % 0 22.6 6 0 28.6 2.3 68.2 0 0 70.5 0.1 0 0.7 0 0.8 0 0 0 0 0Typical Vehicles 1857

% Typical Vehicles 0 79.2 88.1 0 81 98.5 92.3 0 0 92.5 66.7 0 13.6 0 20 0 0 0 0 0 88.6Heavy Duty Vehicles

% Heavy Duty Vehicles 0 20.8 11.9 0 19 1.5 7.7 0 0 7.5 33.3 0 86.4 0 80 0 0 0 0 0 11.4






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07:15 AM 0 56 25 0 81 10 207 0 0 217 1 0 1 0 2 0 0 0 0 0 30007:30 AM 0 53 15 0 68 3 178 0 0 181 0 0 2 0 2 0 0 0 0 0 25107:45 AM 0 48 14 0 62 6 204 0 0 210 0 0 2 0 2 0 0 0 0 0 27408:00 AM 0 50 9 0 59 2 246 0 0 248 0 0 3 0 3 0 0 0 0 0 310Total Volume 0 207 63 0 270 21 835 0 0 856 1 0 8 0 9 0 0 0 0 0 1135% App. Total 0 76.7 23.3 0 2.5 97.5 0 0 11.1 0 88.9 0 0 0 0 0


% Typical Vehicles 0 78.7 87.3 0 80.7 100 95.1 0 0 95.2 0 0 25.0 0 22.2 0 0 0 0 0 91.2Heavy Duty Vehicles

% Heavy Duty Vehicles 0 21.3 12.7 0 19.3 0 4.9 0 0 4.8 100 0 75.0 0 77.8 0 0 0 0 0 8.8

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File Name : 2nd Av & Bridgeside_PMSite Code : 17240007Start Date : 11/8/2017Page No : 1






04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total % 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0







PHF .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250

File Name : 2nd Av & Bridgeside_PMSite Code : 17240007Start Date : 11/8/2017Page No : 1








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04:00 PM 0 246 2 0 248 5 65 0 0 70 11 0 13 0 24 0 0 0 0 0 34204:15 PM 0 271 1 0 272 0 85 0 0 85 11 0 17 0 28 0 0 0 0 0 38504:30 PM 0 254 1 0 255 0 78 0 0 78 21 0 12 0 33 0 0 0 0 0 36604:45 PM 0 284 3 0 287 1 103 0 0 104 13 0 14 0 27 0 0 0 0 0 418

Total 0 1055 7 0 1062 6 331 0 0 337 56 0 56 0 112 0 0 0 0 0 1511

05:00 PM 0 257 1 0 258 0 77 0 0 77 18 0 6 0 24 0 0 0 0 0 35905:15 PM 0 279 3 0 282 0 84 0 0 84 14 0 14 0 28 0 0 0 0 0 39405:30 PM 0 239 1 0 240 0 82 0 0 82 6 0 11 0 17 0 0 0 0 0 33905:45 PM 0 246 2 0 248 1 75 0 0 76 9 0 7 0 16 0 0 0 0 0 340

Total 0 1021 7 0 1028 1 318 0 0 319 47 0 38 0 85 0 0 0 0 0 1432

06:00 PM 0 221 3 0 224 0 85 0 0 85 7 0 5 0 12 0 0 0 0 0 32106:15 PM 0 176 2 0 178 0 74 0 0 74 5 0 3 0 8 0 0 0 0 0 26006:30 PM 0 154 3 0 157 0 90 0 0 90 3 0 5 0 8 0 0 0 0 0 25506:45 PM 0 120 3 0 123 0 62 0 0 62 10 0 3 0 13 0 0 0 0 0 198

Total 0 671 11 0 682 0 311 0 0 311 25 0 16 0 41 0 0 0 0 0 1034

Grand Total 0 2747 25 0 2772 7 960 0 0 967 128 0 110 0 238 0 0 0 0 0 3977Apprch % 0 99.1 0.9 0 0.7 99.3 0 0 53.8 0 46.2 0 0 0 0 0

Total % 0 69.1 0.6 0 69.7 0.2 24.1 0 0 24.3 3.2 0 2.8 0 6 0 0 0 0 0Typical Vehicles 2671

% Typical Vehicles 0 97.2 24 0 96.6 100 92.4 0 0 92.5 100 0 82.7 0 92 0 0 0 0 0 95.3Heavy Duty Vehicles

% Heavy Duty Vehicles 0 2.8 76 0 3.4 0 7.6 0 0 7.5 0 0 17.3 0 8 0 0 0 0 0 4.7






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04:30 PM 0 254 1 0 255 0 78 0 0 78 21 0 12 0 33 0 0 0 0 0 36604:45 PM 0 284 3 0 287 1 103 0 0 104 13 0 14 0 27 0 0 0 0 0 41805:00 PM 0 257 1 0 258 0 77 0 0 77 18 0 6 0 24 0 0 0 0 0 35905:15 PM 0 279 3 0 282 0 84 0 0 84 14 0 14 0 28 0 0 0 0 0 394Total Volume 0 1074 8 0 1082 1 342 0 0 343 66 0 46 0 112 0 0 0 0 0 1537% App. Total 0 99.3 0.7 0 0.3 99.7 0 0 58.9 0 41.1 0 0 0 0 0

PHF .000 .945 .667 .000 .943 .250 .830 .000 .000 .825 .786 .000 .821 .000 .848 .000 .000 .000 .000 .000 .919Typical Vehicles 1047

% Typical Vehicles 0 97.5 12.5 0 96.9 100 93.0 0 0 93.0 100 0 84.8 0 93.8 0 0 0 0 0 95.8Heavy Duty Vehicles

% Heavy Duty Vehicles 0 2.5 87.5 0 3.1 0 7.0 0 0 7.0 0 0 15.2 0 6.3 0 0 0 0 0 4.2

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File Name : 2nd Av & Flowers_AMSite Code : 17240012Start Date : 11/2/2017Page No : 1

Second Avenue and Flowers Avenue



Westbound NorthboundFlowers Avenue


06:30 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 206:45 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2

Total 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 1 1 4

07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 107:15 AM 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 407:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 107:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 0 2 2 6

08:00 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 208:15 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 308:30 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 308:45 AM 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 0 1 1 5

Total 0 0 0 0 0 0 0 0 8 8 0 0 0 0 0 0 0 0 5 5 13

09:00 AM 0 1 0 0 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 209:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2

Grand Total 0 2 0 0 2 0 1 0 16 17 0 0 0 0 0 0 0 0 8 8 27Apprch % 0 100 0 0 0 5.9 0 94.1 0 0 0 0 0 0 0 100

Total % 0 7.4 0 0 7.4 0 3.7 0 59.3 63 0 0 0 0 0 0 0 0 29.6 29.6


Second AvenueWestbound Northbound

Flowers AvenueSouthbound




PHF .000 .000 .000 .000 .000 .000 .000 .000 .500 .500 .000 .000 .000 .000 .000 .000 .000 .000 .625 .625 .650

File Name : 2nd Av & Flowers_AMSite Code : 17240012Start Date : 11/2/2017Page No : 1





Southbound



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06:30 AM 0 65 0 0 65 0 257 0 0 257 0 0 0 0 0 1 0 5 0 6 32806:45 AM 3 65 0 0 68 0 290 2 0 292 0 0 0 0 0 2 0 7 0 9 369

Total 3 130 0 0 133 0 547 2 0 549 0 0 0 0 0 3 0 12 0 15 697

07:00 AM 4 88 0 0 92 0 273 1 0 274 0 0 0 0 0 2 0 10 0 12 37807:15 AM 3 103 0 0 106 0 327 3 0 330 0 0 0 0 0 4 0 15 0 19 45507:30 AM 1 80 0 0 81 0 348 0 0 348 0 0 0 0 0 4 0 8 0 12 44107:45 AM 1 99 0 0 100 0 332 3 0 335 0 0 0 0 0 5 0 15 1 21 456

Total 9 370 0 0 379 0 1280 7 0 1287 0 0 0 0 0 15 0 48 1 64 1730

08:00 AM 2 77 0 0 79 0 312 4 0 316 0 0 0 0 0 4 0 14 1 19 41408:15 AM 3 81 0 0 84 0 288 2 0 290 0 0 0 0 0 4 0 9 4 17 39108:30 AM 0 74 0 0 74 0 244 0 0 244 0 0 0 0 0 0 0 27 3 30 34808:45 AM 5 92 0 0 97 0 211 0 1 212 0 0 0 0 0 3 0 20 1 24 333

Total 10 324 0 0 334 0 1055 6 1 1062 0 0 0 0 0 11 0 70 9 90 1486

09:00 AM 3 80 0 0 83 0 219 3 0 222 0 0 0 0 0 8 0 15 2 25 33009:15 AM 3 91 0 0 94 0 161 0 0 161 0 0 0 0 0 4 0 8 0 12 267

Grand Total 28 995 0 0 1023 0 3262 18 1 3281 0 0 0 0 0 41 0 153 12 206 4510Apprch % 2.7 97.3 0 0 0 99.4 0.5 0 0 0 0 0 19.9 0 74.3 5.8

Total % 0.6 22.1 0 0 22.7 0 72.3 0.4 0 72.7 0 0 0 0 0 0.9 0 3.4 0.3 4.6Typical Vehicles 3119

% Typical Vehicles 71.4 87.2 0 0 86.8 0 95.6 100 100 95.6 0 0 0 0 0 95.1 0 95.4 100 95.6 93.6Heavy Duty Vehicles

% Heavy Duty Vehicles 28.6 12.8 0 0 13.2 0 4.4 0 0 4.4 0 0 0 0 0 4.9 0 4.6 0 4.4 6.4






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07:15 AM 3 103 0 0 106 0 327 3 0 330 0 0 0 0 0 4 0 15 0 19 45507:30 AM 1 80 0 0 81 0 348 0 0 348 0 0 0 0 0 4 0 8 0 12 44107:45 AM 1 99 0 0 100 0 332 3 0 335 0 0 0 0 0 5 0 15 1 21 45608:00 AM 2 77 0 0 79 0 312 4 0 316 0 0 0 0 0 4 0 14 1 19 414Total Volume 7 359 0 0 366 0 1319 10 0 1329 0 0 0 0 0 17 0 52 2 71 1766% App. Total 1.9 98.1 0 0 0 99.2 0.8 0 0 0 0 0 23.9 0 73.2 2.8




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File Name : 2nd Av & Flowers_PMSite Code : 1724012Start Date : 11/2/2017Page No : 1






04:00 PM 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 2 2 504:15 PM 0 0 0 1 1 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 404:30 PM 0 1 0 0 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 204:45 PM 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 0 1 1 5

Total 0 1 0 1 2 0 0 0 11 11 0 0 0 0 0 0 0 0 3 3 16

05:00 PM 0 0 0 0 0 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0 505:15 PM 0 1 0 0 1 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 305:30 PM 0 0 0 0 0 0 1 0 1 2 0 0 0 0 0 0 0 0 1 1 305:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 2 3

Total 0 1 0 0 1 0 2 0 8 10 0 0 0 0 0 0 0 0 3 3 14

06:00 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 3 3 406:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 3 3 4

Grand Total 0 2 0 1 3 0 2 0 20 22 0 0 0 0 0 0 0 0 9 9 34Apprch % 0 66.7 0 33.3 0 9.1 0 90.9 0 0 0 0 0 0 0 100

Total % 0 5.9 0 2.9 8.8 0 5.9 0 58.8 64.7 0 0 0 0 0 0 0 0 26.5 26.5







PHF .000 .250 .000 .250 .500 .000 .000 .000 .688 .688 .000 .000 .000 .000 .000 .000 .000 .000 .375 .375 .800

File Name : 2nd Av & Flowers_PMSite Code : 1724012Start Date : 11/2/2017Page No : 1





Southbound



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04:00 PM 0 161 0 0 161 0 84 4 0 88 0 0 0 0 0 12 0 7 1 20 26904:15 PM 0 158 0 0 158 0 114 4 0 118 0 0 0 0 0 18 0 10 0 28 30404:30 PM 2 193 0 0 195 0 92 1 0 93 0 0 0 0 0 19 0 1 0 20 30804:45 PM 1 209 0 0 210 0 117 0 0 117 0 0 0 0 0 12 0 4 0 16 343

Total 3 721 0 0 724 0 407 9 0 416 0 0 0 0 0 61 0 22 1 84 1224

05:00 PM 1 209 0 0 210 0 101 3 0 104 0 0 0 0 0 18 0 5 0 23 33705:15 PM 1 192 0 0 193 0 124 1 0 125 0 0 0 0 0 21 0 4 1 26 34405:30 PM 0 206 0 0 206 0 108 2 0 110 0 0 0 0 0 11 0 2 0 13 32905:45 PM 2 210 0 0 212 0 100 0 0 100 0 0 0 0 0 7 0 1 1 9 321

Total 4 817 0 0 821 0 433 6 0 439 0 0 0 0 0 57 0 12 2 71 1331

06:00 PM 2 179 0 0 181 0 94 5 0 99 0 0 0 0 0 7 0 4 2 13 29306:15 PM 1 173 0 0 174 0 106 1 0 107 1 0 0 0 1 5 0 2 0 7 28906:30 PM 2 144 0 0 146 0 85 2 0 87 0 0 0 0 0 6 0 3 1 10 24306:45 PM 5 114 0 0 119 0 77 2 0 79 0 0 0 0 0 1 0 2 2 5 203

Total 10 610 0 0 620 0 362 10 0 372 1 0 0 0 1 19 0 11 5 35 1028

Grand Total 17 2148 0 0 2165 0 1202 25 0 1227 1 0 0 0 1 137 0 45 8 190 3583Apprch % 0.8 99.2 0 0 0 98 2 0 100 0 0 0 72.1 0 23.7 4.2

Total % 0.5 59.9 0 0 60.4 0 33.5 0.7 0 34.2 0 0 0 0 0 3.8 0 1.3 0.2 5.3Typical Vehicles 2082 1137








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04:45 PM 1 209 0 0 210 0 117 0 0 117 0 0 0 0 0 12 0 4 0 16 34305:00 PM 1 209 0 0 210 0 101 3 0 104 0 0 0 0 0 18 0 5 0 23 33705:15 PM 1 192 0 0 193 0 124 1 0 125 0 0 0 0 0 21 0 4 1 26 34405:30 PM 0 206 0 0 206 0 108 2 0 110 0 0 0 0 0 11 0 2 0 13 329Total Volume 3 816 0 0 819 0 450 6 0 456 0 0 0 0 0 62 0 15 1 78 1353% App. Total 0.4 99.6 0 0 0 98.7 1.3 0 0 0 0 0 79.5 0 19.2 1.3


% Typical Vehicles 66.7 97.2 0 0 97.1 0 95.6 100 0 95.6 0 0 0 0 0 100 0 100 100 100 96.7Heavy Duty Vehicles

% Heavy Duty Vehicles 33.3 2.8 0 0 2.9 0 4.4 0 0 4.4 0 0 0 0 0 0 0 0 0 0 3.3

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File Name : 2nd Av & Glenwood_AMSite Code : 17240000Start Date : 11/2/2017Page No : 1

Second Avenue and Glenwood Avenue



Westbound NorthboundGlenwood Avenue


06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 107:45 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 3

Total 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 3 3 4

08:00 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 208:15 AM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 208:30 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 308:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2

Total 0 0 0 1 1 0 0 0 4 4 0 0 0 0 0 0 0 0 4 4 9

09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 109:15 AM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 3


Total % 0 0 0 11.8 11.8 0 0 0 35.3 35.3 0 0 0 0 0 0 0 0 52.9 52.9



Glenwood AvenueSouthbound




PHF .000 .000 .000 .250 .250 .000 .000 .000 .625 .625 .000 .000 .000 .000 .000 .000 .000 .000 .500 .500 .833

File Name : 2nd Av & Glenwood_AMSite Code : 17240000Start Date : 11/2/2017Page No : 1





Southbound



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06:30 AM 2 66 0 0 68 0 278 17 0 295 0 0 0 0 0 1 0 0 0 1 36406:45 AM 1 60 0 0 61 0 279 20 0 299 0 0 0 0 0 1 0 0 0 1 361

Total 3 126 0 0 129 0 557 37 0 594 0 0 0 0 0 2 0 0 0 2 725

07:00 AM 0 80 0 0 80 0 318 8 0 326 0 0 0 0 0 5 0 0 0 5 41107:15 AM 1 109 0 0 110 0 347 2 0 349 0 0 0 0 0 0 0 0 0 0 45907:30 AM 1 76 0 0 77 0 410 1 0 411 0 0 0 0 0 2 0 0 0 2 49007:45 AM 6 83 0 0 89 0 389 4 0 393 0 0 0 0 0 2 0 0 0 2 484

Total 8 348 0 0 356 0 1464 15 0 1479 0 0 0 0 0 9 0 0 0 9 1844

08:00 AM 3 86 0 0 89 0 369 3 0 372 0 0 0 0 0 1 0 0 0 1 46208:15 AM 2 77 0 0 79 0 354 8 0 362 0 0 0 0 0 4 0 0 0 4 44508:30 AM 1 68 0 0 69 0 253 15 0 268 0 0 0 0 0 1 0 1 0 2 33908:45 AM 1 71 0 0 72 0 238 25 0 263 0 0 0 0 0 2 0 3 0 5 340

Total 7 302 0 0 309 0 1214 51 0 1265 0 0 0 0 0 8 0 4 0 12 1586

09:00 AM 1 56 0 0 57 0 180 25 0 205 0 0 0 0 0 0 0 3 0 3 26509:15 AM 1 91 0 0 92 0 135 4 0 139 0 0 0 0 0 1 0 0 0 1 232

Grand Total 20 923 0 0 943 0 3550 132 0 3682 0 0 0 0 0 20 0 7 0 27 4652Apprch % 2.1 97.9 0 0 0 96.4 3.6 0 0 0 0 0 74.1 0 25.9 0

Total % 0.4 19.8 0 0 20.3 0 76.3 2.8 0 79.1 0 0 0 0 0 0.4 0 0.2 0 0.6Typical Vehicles 3414

% Typical Vehicles 75 89.2 0 0 88.9 0 96.2 95.5 0 96.1 0 0 0 0 0 95 0 100 0 96.3 94.7Heavy Duty Vehicles

% Heavy Duty Vehicles 25 10.8 0 0 11.1 0 3.8 4.5 0 3.9 0 0 0 0 0 5 0 0 0 3.7 5.3






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07:15 AM 1 109 0 0 110 0 347 2 0 349 0 0 0 0 0 0 0 0 0 0 45907:30 AM 1 76 0 0 77 0 410 1 0 411 0 0 0 0 0 2 0 0 0 2 49007:45 AM 6 83 0 0 89 0 389 4 0 393 0 0 0 0 0 2 0 0 0 2 48408:00 AM 3 86 0 0 89 0 369 3 0 372 0 0 0 0 0 1 0 0 0 1 462Total Volume 11 354 0 0 365 0 1515 10 0 1525 0 0 0 0 0 5 0 0 0 5 1895% App. Total 3 97 0 0 0 99.3 0.7 0 0 0 0 0 100 0 0 0


% Typical Vehicles 72.7 91.8 0 0 91.2 0 97.6 80.0 0 97.5 0 0 0 0 0 100 0 0 0 100 96.3Heavy Duty Vehicles

% Heavy Duty Vehicles 27.3 8.2 0 0 8.8 0 2.4 20.0 0 2.5 0 0 0 0 0 0 0 0 0 0 3.7

xwei

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File Name : 2nd Av & Glenwood_PMSite Code : 17240000Start Date : 11/2/2017Page No : 1






04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 104:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2

05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 205:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:30 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 205:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 3 3 4

06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 206:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 206:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1

Total 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 5


Total % 0 0 0 9.1 9.1 0 0 0 9.1 9.1 0 0 0 0 0 0 0 0 81.8 81.8







PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .500 .500 .625

File Name : 2nd Av & Glenwood_PMSite Code : 17240000Start Date : 11/2/2017Page No : 1





Southbound



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04:00 PM 1 208 0 0 209 0 90 5 0 95 0 0 0 0 0 13 0 1 0 14 31804:15 PM 1 220 0 0 221 0 94 7 0 101 0 0 0 0 0 19 0 3 0 22 34404:30 PM 0 267 1 0 268 0 95 6 0 101 0 0 0 0 0 17 0 1 0 18 38704:45 PM 0 264 0 0 264 0 118 4 0 122 0 0 0 0 0 6 0 1 0 7 393

Total 2 959 1 0 962 0 397 22 0 419 0 0 0 0 0 55 0 6 0 61 1442

05:00 PM 0 258 0 0 258 0 110 3 0 113 0 0 0 0 0 17 0 0 0 17 38805:15 PM 0 244 0 0 244 0 104 2 0 106 0 0 0 0 0 14 0 0 0 14 36405:30 PM 0 228 0 0 228 0 100 5 0 105 0 0 0 0 0 13 0 0 0 13 34605:45 PM 2 219 0 0 221 0 109 4 0 113 0 0 0 0 0 8 0 0 0 8 342

Total 2 949 0 0 951 0 423 14 0 437 0 0 0 0 0 52 0 0 0 52 1440

06:00 PM 1 212 0 0 213 0 105 7 0 112 0 0 0 0 0 6 0 1 0 7 33206:15 PM 0 181 0 0 181 0 95 7 0 102 0 0 0 0 0 1 0 0 0 1 28406:30 PM 0 146 0 0 146 0 92 3 0 95 0 0 0 0 0 3 0 0 0 3 24406:45 PM 2 116 0 0 118 0 75 3 0 78 0 0 0 0 0 2 0 1 0 3 199

Total 3 655 0 0 658 0 367 20 0 387 0 0 0 0 0 12 0 2 0 14 1059


Total % 0.2 65 0 0 65.2 0 30.1 1.4 0 31.5 0 0 0 0 0 3 0 0.2 0 3.2Typical Vehicles 2504 1141

% Typical Vehicles 85.7 97.7 0 0 97.6 0 96.1 98.2 0 96.2 0 0 0 0 0 97.5 0 87.5 0 96.9 97.2Heavy Duty Vehicles

% Heavy Duty Vehicles 14.3 2.3 100 0 2.4 0 3.9 1.8 0 3.8 0 0 0 0 0 2.5 0 12.5 0 3.1 2.8






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04:30 PM 0 267 1 0 268 0 95 6 0 101 0 0 0 0 0 17 0 1 0 18 38704:45 PM 0 264 0 0 264 0 118 4 0 122 0 0 0 0 0 6 0 1 0 7 39305:00 PM 0 258 0 0 258 0 110 3 0 113 0 0 0 0 0 17 0 0 0 17 38805:15 PM 0 244 0 0 244 0 104 2 0 106 0 0 0 0 0 14 0 0 0 14 364Total Volume 0 1033 1 0 1034 0 427 15 0 442 0 0 0 0 0 54 0 2 0 56 1532% App. Total 0 99.9 0.1 0 0 96.6 3.4 0 0 0 0 0 96.4 0 3.6 0


% Typical Vehicles 0 98.0 0 0 97.9 0 97.0 100 0 97.1 0 0 0 0 0 98.1 0 50.0 0 96.4 97.6Heavy Duty Vehicles

% Heavy Duty Vehicles 0 2.0 100 0 2.1 0 3.0 0 0 2.9 0 0 0 0 0 1.9 0 50.0 0 3.6 2.4

xwei

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File Name : 2nd Av & Hazelwood_AMSite Code : 17240011Start Date : 11/1/2017Page No : 1

Second Avenue/Irvine Streetand Hazelwood Avenue

Groups Printed- Pedestrians and BicyclesIrvine StreetEastbound


Hazelwood AvenueNorthbound

Hazelwood AvenueSouthbound


06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 106:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1

07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 107:15 AM 0 1 0 1 2 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 307:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 107:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 1 0 2 3 0 0 0 0 0 0 0 0 2 2 0 0 0 1 1 6

08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 108:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:30 AM 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 408:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 1 0 2 3 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 6

09:00 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 409:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1


Total % 0 11.1 0 33.3 44.4 0 5.6 0 5.6 11.1 0 0 0 16.7 16.7 0 0 0 27.8 27.8

Irvine StreetEastbound







PHF .000 .250 .000 .500 .625 .000 .250 .000 .250 .500 .000 .000 .000 .000 .000 .000 .000 .000 .375 .375 .625

File Name : 2nd Av & Hazelwood_AMSite Code : 17240011Start Date : 11/1/2017Page No : 1

Second Avenue/Irvine Streetand Hazelwood Avenue

Groups Printed- Typical Vehicles - Heavy Duty VehiclesIrvine StreetEastbound






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06:30 AM 1 49 1 1 52 0 231 36 2 269 5 3 0 0 8 18 4 5 1 28 35706:45 AM 2 53 3 0 58 0 231 40 2 273 3 2 0 0 5 19 3 5 1 28 364

Total 3 102 4 1 110 0 462 76 4 542 8 5 0 0 13 37 7 10 2 56 721

07:00 AM 1 57 4 0 62 0 262 49 0 311 5 5 0 0 10 27 4 5 0 36 41907:15 AM 1 53 0 0 54 0 273 52 1 326 7 3 0 0 10 27 5 6 0 38 42807:30 AM 2 57 0 0 59 0 281 37 1 319 10 3 0 0 13 29 5 9 0 43 43407:45 AM 1 47 2 0 50 0 292 67 0 359 2 1 0 0 3 33 0 7 0 40 452

Total 5 214 6 0 225 0 1108 205 2 1315 24 12 0 0 36 116 14 27 0 157 1733

08:00 AM 4 61 2 0 67 2 220 61 1 284 0 4 1 0 5 26 3 7 0 36 39208:15 AM 3 54 2 0 59 0 167 60 0 227 1 2 0 0 3 33 1 4 0 38 32708:30 AM 1 42 2 0 45 0 173 34 0 207 9 0 0 0 9 24 4 3 0 31 29208:45 AM 2 38 4 0 44 0 145 30 0 175 3 7 1 0 11 24 7 5 0 36 266

Total 10 195 10 0 215 2 705 185 1 893 13 13 2 0 28 107 15 19 0 141 1277

09:00 AM 1 44 3 0 48 1 120 23 0 144 5 6 0 0 11 29 3 6 0 38 24109:15 AM 3 47 3 0 53 0 101 39 0 140 3 2 0 0 5 32 2 4 0 38 236

Grand Total 22 602 26 1 651 3 2496 528 7 3034 53 38 2 0 93 321 41 66 2 430 4208Apprch % 3.4 92.5 4 0.2 0.1 82.3 17.4 0.2 57 40.9 2.2 0 74.7 9.5 15.3 0.5

Total % 0.5 14.3 0.6 0 15.5 0.1 59.3 12.5 0.2 72.1 1.3 0.9 0 0 2.2 7.6 1 1.6 0 10.2Typical Vehicles 2386

% Typical Vehicles 90.9 84.2 100 100 85.1 100 95.6 93.8 100 95.3 98.1 94.7 100 0 96.8 94.4 97.6 90.9 100 94.2 93.6Heavy Duty Vehicles

% Heavy Duty Vehicles 9.1 15.8 0 0 14.9 0 4.4 6.2 0 4.7 1.9 5.3 0 0 3.2 5.6 2.4 9.1 0 5.8 6.4







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07:00 AM 1 57 4 0 62 0 262 49 0 311 5 5 0 0 10 27 4 5 0 36 41907:15 AM 1 53 0 0 54 0 273 52 1 326 7 3 0 0 10 27 5 6 0 38 42807:30 AM 2 57 0 0 59 0 281 37 1 319 10 3 0 0 13 29 5 9 0 43 43407:45 AM 1 47 2 0 50 0 292 67 0 359 2 1 0 0 3 33 0 7 0 40 452Total Volume 5 214 6 0 225 0 1108 205 2 1315 24 12 0 0 36 116 14 27 0 157 1733% App. Total 2.2 95.1 2.7 0 0 84.3 15.6 0.2 66.7 33.3 0 0 73.9 8.9 17.2 0


% Typical Vehicles 100 89.3 100 0 89.8 0 96.4 93.2 100 95.9 100 91.7 0 0 97.2 93.1 100 88.9 0 93.0 94.9Heavy Duty Vehicles

% Heavy Duty Vehicles 0 10.7 0 0 10.2 0 3.6 6.8 0 4.1 0 8.3 0 0 2.8 6.9 0 11.1 0 7.0 5.1

xwei

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File Name : 2nd Av & Hazelwood_PMSite Code : 17240011Start Date : 11/8/2017Page No : 1

Second Avenue/Irvine Street andHazelwood Avenue






04:00 PM 0 0 0 3 3 0 0 0 0 0 0 0 0 2 2 0 0 0 2 2 704:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 104:30 PM 2 2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 2 1 3 704:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 2 2 0 4 8 0 0 0 0 0 0 0 0 2 2 0 0 2 3 5 15

05:00 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 205:15 PM 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 405:30 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 105:45 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 3

Total 0 0 0 7 7 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 10

06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 106:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1

Total 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2

Grand Total 2 2 0 12 16 0 0 0 1 1 0 0 0 2 2 0 0 2 6 8 27Apprch % 12.5 12.5 0 75 0 0 0 100 0 0 0 100 0 0 25 75

Total % 7.4 7.4 0 44.4 59.3 0 0 0 3.7 3.7 0 0 0 7.4 7.4 0 0 7.4 22.2 29.6








PHF .250 .250 .000 .333 .500 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .250 .375 .417 .536

File Name : 2nd Av & Hazelwood_PMSite Code : 17240011Start Date : 11/8/2017Page No : 1

Second Avenue/Irvine Street andHazelwood Avenue







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04:00 PM 8 128 3 0 139 0 65 47 0 112 1 4 0 0 5 40 6 2 0 48 30404:15 PM 16 136 2 0 154 1 59 39 0 99 3 8 0 0 11 40 6 3 0 49 31304:30 PM 10 116 2 0 128 1 66 44 0 111 2 7 0 0 9 50 7 6 0 63 31104:45 PM 6 127 1 0 134 0 66 48 0 114 2 5 0 0 7 62 11 3 0 76 331

Total 40 507 8 0 555 2 256 178 0 436 8 24 0 0 32 192 30 14 0 236 1259

05:00 PM 9 144 4 0 157 0 63 60 0 123 2 6 0 0 8 53 2 5 0 60 34805:15 PM 9 133 4 0 146 0 73 47 0 120 0 2 0 0 2 60 8 0 0 68 33605:30 PM 12 153 5 0 170 0 82 43 0 125 3 1 0 0 4 48 4 1 0 53 35205:45 PM 9 147 5 0 161 0 63 47 0 110 2 1 0 0 3 59 3 3 0 65 339

Total 39 577 18 0 634 0 281 197 0 478 7 10 0 0 17 220 17 9 0 246 1375

06:00 PM 21 180 6 0 207 0 78 24 0 102 7 4 0 0 11 45 6 1 0 52 37206:15 PM 23 122 3 0 148 2 65 44 0 111 0 2 0 0 2 37 0 3 0 40 30106:30 PM 8 131 1 0 140 4 62 30 0 96 6 1 0 0 7 34 3 2 0 39 28206:45 PM 9 75 2 0 86 1 50 31 0 82 3 1 0 0 4 29 8 1 0 38 210

Total 61 508 12 0 581 7 255 129 0 391 16 8 0 0 24 145 17 7 0 169 1165

Grand Total 140 1592 38 0 1770 9 792 504 0 1305 31 42 0 0 73 557 64 30 0 651 3799Apprch % 7.9 89.9 2.1 0 0.7 60.7 38.6 0 42.5 57.5 0 0 85.6 9.8 4.6 0

Total % 3.7 41.9 1 0 46.6 0.2 20.8 13.3 0 34.4 0.8 1.1 0 0 1.9 14.7 1.7 0.8 0 17.1Typical Vehicles 1549

% Typical Vehicles 98.6 97.3 97.4 0 97.4 100 93.7 97.6 0 95.2 96.8 100 0 0 98.6 96.8 98.4 93.3 0 96.8 96.6Heavy Duty Vehicles

% Heavy Duty Vehicles 1.4 2.7 2.6 0 2.6 0 6.3 2.4 0 4.8 3.2 0 0 0 1.4 3.2 1.6 6.7 0 3.2 3.4







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05:15 PM 9 133 4 0 146 0 73 47 0 120 0 2 0 0 2 60 8 0 0 68 33605:30 PM 12 153 5 0 170 0 82 43 0 125 3 1 0 0 4 48 4 1 0 53 35205:45 PM 9 147 5 0 161 0 63 47 0 110 2 1 0 0 3 59 3 3 0 65 33906:00 PM 21 180 6 0 207 0 78 24 0 102 7 4 0 0 11 45 6 1 0 52 372Total Volume 51 613 20 0 684 0 296 161 0 457 12 8 0 0 20 212 21 5 0 238 1399% App. Total 7.5 89.6 2.9 0 0 64.8 35.2 0 60 40 0 0 89.1 8.8 2.1 0


% Typical Vehicles 100 97.9 100 0 98.1 0 97.3 98.1 0 97.6 100 100 0 0 100 98.1 100 80.0 0 97.9 97.9Heavy Duty Vehicles

% Heavy Duty Vehicles 0 2.1 0 0 1.9 0 2.7 1.9 0 2.4 0 0 0 0 0 1.9 0 20.0 0 2.1 2.1

xwei

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File Name : 2nd Av & Hot Metal_AMSite Code : 17240006Start Date : 11/1/2017Page No : 1

Second Avenue and Hot Metal Street



WestboundHot Metal Street


06:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 106:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1

Total 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2

07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 107:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 4

Total 0 1 0 0 1 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 5

08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 108:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:30 AM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 208:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 1 0 0 1 1 0 0 1 2 0 0 0 0 0 3

09:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 109:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1

Grand Total 0 1 1 1 3 0 1 0 0 1 2 0 0 6 8 0 0 0 0 0 12Apprch % 0 33.3 33.3 33.3 0 100 0 0 25 0 0 75 0 0 0 0

Total % 0 8.3 8.3 8.3 25 0 8.3 0 0 8.3 16.7 0 0 50 66.7 0 0 0 0 0



Hot Metal StreetNorthbound Southbound



07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 408:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 108:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:30 AM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 2Total Volume 0 0 0 0 0 0 1 0 0 1 1 0 0 5 6 0 0 0 0 0 7% App. Total 0 0 0 0 0 100 0 0 16.7 0 0 83.3 0 0 0 0

PHF .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .250 .000 .000 .313 .375 .000 .000 .000 .000 .000 .438

File Name : 2nd Av & Hot Metal_AMSite Code : 17240006Start Date : 11/1/2017Page No : 1








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06:30 AM 0 86 94 6 186 29 146 0 0 175 130 0 11 6 147 0 0 0 0 0 50806:45 AM 0 67 98 3 168 32 135 0 0 167 130 0 10 8 148 0 0 0 0 0 483

Total 0 153 192 9 354 61 281 0 0 342 260 0 21 14 295 0 0 0 0 0 991

07:00 AM 0 60 103 11 174 28 143 0 0 171 112 0 11 4 127 0 0 0 0 0 47207:15 AM 0 57 107 10 174 28 157 0 0 185 114 0 15 9 138 0 0 0 0 0 49707:30 AM 0 54 114 12 180 40 144 0 0 184 105 0 8 4 117 0 0 0 0 0 48107:45 AM 0 65 110 15 190 42 144 0 0 186 106 0 14 5 125 0 0 0 0 0 501

Total 0 236 434 48 718 138 588 0 0 726 437 0 48 22 507 0 0 0 0 0 1951

08:00 AM 0 40 115 10 165 48 190 0 0 238 120 0 14 5 139 0 0 0 0 0 54208:15 AM 0 58 105 16 179 56 124 0 0 180 106 0 9 5 120 0 0 0 0 0 47908:30 AM 0 52 119 11 182 31 96 0 0 127 109 0 14 5 128 0 0 0 0 0 43708:45 AM 0 34 87 30 151 48 92 0 0 140 121 0 10 6 137 0 0 0 0 0 428

Total 0 184 426 67 677 183 502 0 0 685 456 0 47 21 524 0 0 0 0 0 1886

09:00 AM 0 47 101 9 157 38 89 0 0 127 90 0 9 6 105 0 0 0 0 0 38909:15 AM 0 54 92 10 156 23 66 0 0 89 98 0 10 5 113 0 0 0 0 0 358

Grand Total 0 674 1245 143 2062 443 1526 0 0 1969 1341 0 135 68 1544 0 0 0 0 0 5575Apprch % 0 32.7 60.4 6.9 22.5 77.5 0 0 86.9 0 8.7 4.4 0 0 0 0

Total % 0 12.1 22.3 2.6 37 7.9 27.4 0 0 35.3 24.1 0 2.4 1.2 27.7 0 0 0 0 0Typical Vehicles 1193 1408 1267

% Typical Vehicles 0 81.2 95.8 95.8 91 93.5 92.3 0 0 92.5 94.5 0 88.9 98.5 94.2 0 0 0 0 0 92.4Heavy Duty Vehicles

% Heavy Duty Vehicles 0 18.8 4.2 4.2 9 6.5 7.7 0 0 7.5 5.5 0 11.1 1.5 5.8 0 0 0 0 0 7.6






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07:15 AM 0 57 107 10 174 28 157 0 0 185 114 0 15 9 138 0 0 0 0 0 49707:30 AM 0 54 114 12 180 40 144 0 0 184 105 0 8 4 117 0 0 0 0 0 48107:45 AM 0 65 110 15 190 42 144 0 0 186 106 0 14 5 125 0 0 0 0 0 50108:00 AM 0 40 115 10 165 48 190 0 0 238 120 0 14 5 139 0 0 0 0 0 542Total Volume 0 216 446 47 709 158 635 0 0 793 445 0 51 23 519 0 0 0 0 0 2021% App. Total 0 30.5 62.9 6.6 19.9 80.1 0 0 85.7 0 9.8 4.4 0 0 0 0


% Typical Vehicles 0 81.0 96.0 95.7 91.4 96.2 94.5 0 0 94.8 94.2 0 92.2 95.7 94.0 0 0 0 0 0 93.4Heavy Duty Vehicles

% Heavy Duty Vehicles 0 19.0 4.0 4.3 8.6 3.8 5.5 0 0 5.2 5.8 0 7.8 4.3 6.0 0 0 0 0 0 6.6

xwei

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File Name : 2nd Av & Hot Metal_PMSite Code : 17240006Start Date : 11/8/2017Page No : 1






04:00 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 6 6 0 0 0 0 0 804:15 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 5 5 0 0 0 0 0 604:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 204:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 6 6 0 0 0 0 0 7

Total 0 1 3 0 4 0 0 0 0 0 0 0 0 19 19 0 0 0 0 0 23

05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 105:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 205:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 205:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 4

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 0 0 0 0 0 9

06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 206:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 1 0 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2


Total % 0 2.9 11.8 0 14.7 0 0 0 0 0 0 0 0 85.3 85.3 0 0 0 0 0







PHF .000 .250 .375 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .792 .792 .000 .000 .000 .000 .000 .719

File Name : 2nd Av & Hot Metal_PMSite Code : 17240006Start Date : 11/8/2017Page No : 1








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04:00 PM 0 193 138 20 351 45 60 0 0 105 69 0 41 10 120 0 0 0 0 0 57604:15 PM 0 236 126 26 388 25 56 0 0 81 52 0 35 8 95 0 0 0 0 0 56404:30 PM 0 199 165 11 375 32 63 0 0 95 61 0 51 10 122 0 0 0 0 0 59204:45 PM 0 204 120 41 365 47 88 0 0 135 73 0 56 30 159 0 0 0 0 0 659

Total 0 832 549 98 1479 149 267 0 0 416 255 0 183 58 496 0 0 0 0 0 2391

05:00 PM 0 195 117 30 342 28 64 0 0 92 76 0 58 8 142 0 0 0 0 0 57605:15 PM 0 217 112 47 376 44 60 0 0 104 100 0 34 24 158 0 0 0 0 0 63805:30 PM 0 175 106 57 338 35 51 0 0 86 95 0 42 27 164 0 0 0 0 0 58805:45 PM 0 190 139 38 367 38 47 0 0 85 90 0 34 26 150 0 0 0 0 0 602

Total 0 777 474 172 1423 145 222 0 0 367 361 0 168 85 614 0 0 0 0 0 2404

06:00 PM 0 170 116 35 321 32 61 0 0 93 97 0 24 31 152 0 0 0 0 0 56606:15 PM 0 141 107 45 293 22 59 0 0 81 86 0 35 12 133 0 0 0 0 0 50706:30 PM 1 106 90 34 231 36 55 0 0 91 92 0 26 16 134 0 0 0 0 0 45606:45 PM 0 108 90 60 258 15 65 0 0 80 135 0 26 17 178 0 0 0 0 0 516

Total 1 525 403 174 1103 105 240 0 0 345 410 0 111 76 597 0 0 0 0 0 2045

Grand Total 1 2134 1426 444 4005 399 729 0 0 1128 1026 0 462 219 1707 0 0 0 0 0 6840Apprch % 0 53.3 35.6 11.1 35.4 64.6 0 0 60.1 0 27.1 12.8 0 0 0 0

Total % 0 31.2 20.8 6.5 58.6 5.8 10.7 0 0 16.5 15 0 6.8 3.2 25 0 0 0 0 0Typical Vehicles 2043 1410 1009

% Typical Vehicles 0 95.7 98.9 99.1 97.2 97.5 90.9 0 0 93.3 98.3 0 99.6 98.6 98.7 0 0 0 0 0 96.9Heavy Duty Vehicles

% Heavy Duty Vehicles 100 4.3 1.1 0.9 2.8 2.5 9.1 0 0 6.7 1.7 0 0.4 1.4 1.3 0 0 0 0 0 3.1






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04:30 PM 0 199 165 11 375 32 63 0 0 95 61 0 51 10 122 0 0 0 0 0 59204:45 PM 0 204 120 41 365 47 88 0 0 135 73 0 56 30 159 0 0 0 0 0 65905:00 PM 0 195 117 30 342 28 64 0 0 92 76 0 58 8 142 0 0 0 0 0 57605:15 PM 0 217 112 47 376 44 60 0 0 104 100 0 34 24 158 0 0 0 0 0 638Total Volume 0 815 514 129 1458 151 275 0 0 426 310 0 199 72 581 0 0 0 0 0 2465% App. Total 0 55.9 35.3 8.8 35.4 64.6 0 0 53.4 0 34.3 12.4 0 0 0 0


% Typical Vehicles 0 95.8 99.2 100 97.4 98.7 90.9 0 0 93.7 98.7 0 100 100 99.3 0 0 0 0 0 97.2Heavy Duty Vehicles

% Heavy Duty Vehicles 0 4.2 0.8 0 2.6 1.3 9.1 0 0 6.3 1.3 0 0 0 0.7 0 0 0 0 0 2.8

xwei

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File Name : 2nd Av & Johnston_AMSite Code : 17240015Start Date : 11/2/2017Page No : 1

Second Avenue and Johnston Avenue



Westbound NorthboundJohnston Avenue


06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 406:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 5

07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 107:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 407:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 7

08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 308:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 6

09:00 AM 1 0 0 0 1 0 0 0 1 1 0 0 0 0 0 0 0 0 4 4 609:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2

Grand Total 1 0 0 0 1 0 0 0 1 1 0 0 0 0 0 0 0 1 23 24 26Apprch % 100 0 0 0 0 0 0 100 0 0 0 0 0 0 4.2 95.8

Total % 3.8 0 0 0 3.8 0 0 0 3.8 3.8 0 0 0 0 0 0 0 3.8 88.5 92.3



Johnston AvenueSouthbound



08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 309:00 AM 1 0 0 0 1 0 0 0 1 1 0 0 0 0 0 0 0 0 4 4 609:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2Total Volume 1 0 0 0 1 0 0 0 1 1 0 0 0 0 0 0 0 1 8 9 11% App. Total 100 0 0 0 0 0 0 100 0 0 0 0 0 0 11.1 88.9

PHF .250 .000 .000 .000 .250 .000 .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .250 .500 .563 .458

File Name : 2nd Av & Johnston_AMSite Code : 17240015Start Date : 11/2/2017Page No : 1





SouthboundStart Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total

06:30 AM 1 78 0 0 79 0 247 4 0 251 0 0 0 0 0 2 0 2 0 4 33406:45 AM 4 56 0 0 60 0 274 6 0 280 0 0 0 0 0 0 0 8 0 8 348

Total 5 134 0 0 139 0 521 10 0 531 0 0 0 0 0 2 0 10 0 12 682

07:00 AM 3 85 0 0 88 0 291 10 0 301 0 0 0 0 0 1 0 3 0 4 39307:15 AM 6 97 0 0 103 0 308 7 0 315 0 0 0 0 0 2 0 4 0 6 42407:30 AM 4 76 0 0 80 0 365 13 0 378 0 0 0 0 0 2 0 4 0 6 46407:45 AM 5 105 0 0 110 0 348 8 1 357 0 0 0 0 0 1 0 5 0 6 473

Total 18 363 0 0 381 0 1312 38 1 1351 0 0 0 0 0 6 0 16 0 22 1754

08:00 AM 5 72 0 0 77 0 283 7 0 290 0 0 0 0 0 3 0 9 0 12 37908:15 AM 8 82 0 0 90 0 291 10 0 301 0 0 0 0 0 1 0 9 0 10 40108:30 AM 5 60 0 2 67 0 235 3 0 238 0 0 0 0 0 3 0 12 0 15 32008:45 AM 9 78 0 0 87 0 200 10 0 210 0 0 0 0 0 1 0 14 0 15 312

Total 27 292 0 2 321 0 1009 30 0 1039 0 0 0 0 0 8 0 44 0 52 1412

09:00 AM 9 65 0 0 74 0 182 6 0 188 0 0 0 0 0 0 0 11 0 11 27309:15 AM 7 82 0 0 89 0 145 1 0 146 0 0 0 0 0 3 0 2 0 5 240

Grand Total 66 936 0 2 1004 0 3169 85 1 3255 0 0 0 0 0 19 0 83 0 102 4361Apprch % 6.6 93.2 0 0.2 0 97.4 2.6 0 0 0 0 0 18.6 0 81.4 0

Total % 1.5 21.5 0 0 23 0 72.7 1.9 0 74.6 0 0 0 0 0 0.4 0 1.9 0 2.3Typical Vehicles 3048






Start Time Left Thru Right App. Total Thru Right App. Total Thru Right App. Total Thru Right App. Total Int. Total


07:00 AM 3 85 0 0 88 0 291 10 0 301 0 0 0 0 0 1 0 3 0 4 39307:15 AM 6 97 0 0 103 0 308 7 0 315 0 0 0 0 0 2 0 4 0 6 42407:30 AM 4 76 0 0 80 0 365 13 0 378 0 0 0 0 0 2 0 4 0 6 46407:45 AM 5 105 0 0 110 0 348 8 1 357 0 0 0 0 0 1 0 5 0 6 473Total Volume 18 363 0 0 381 0 1312 38 1 1351 0 0 0 0 0 6 0 16 0 22 1754% App. Total 4.7 95.3 0 0 0 97.1 2.8 0.1 0 0 0 0 27.3 0 72.7 0




xwei

Highlight

File Name : 2nd Av & Johnston_PMSite Code : 17240015Start Date : 11/2/2017Page No : 1





Southbound



Rt. on


Rt. on


Rt. on


04:00 PM 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 704:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 604:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 704:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 1 0 4 5 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 20

05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:30 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 3 3 405:45 PM 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 4 4 6

Total 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 7 7 10

06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 406:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:30 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 306:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3

Total 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 9 9 10


Total % 0 2.5 0 10 12.5 0 0 0 10 10 0 0 0 0 0 0 0 0 77.5 77.5






Rt. on


Rt. on


Rt. on




PHF .000 .250 .000 .250 .313 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .625 .625 .714

File Name : 2nd Av & Johnston_PMSite Code : 17240015Start Date : 11/2/2017Page No : 1





Southbound



Rt. on


Rt. on


Rt. on


04:00 PM 12 174 0 0 186 0 87 6 0 93 0 0 0 0 0 13 0 7 0 20 29904:15 PM 11 173 0 0 184 0 125 7 0 132 0 0 0 0 0 22 0 9 0 31 34704:30 PM 6 221 0 0 227 0 89 3 0 92 0 0 0 0 0 8 0 7 2 17 33604:45 PM 10 210 0 0 220 0 118 3 0 121 0 0 0 0 0 6 0 6 0 12 353

Total 39 778 0 0 817 0 419 19 0 438 0 0 0 0 0 49 0 29 2 80 1335

05:00 PM 7 238 0 1 246 0 102 4 0 106 0 0 0 0 0 7 0 12 0 19 37105:15 PM 11 207 0 0 218 0 106 2 1 109 0 0 0 0 0 7 0 12 0 19 34605:30 PM 5 207 0 0 212 0 104 1 1 106 0 0 0 0 0 6 0 5 0 11 32905:45 PM 9 209 0 0 218 0 114 4 0 118 0 0 0 0 0 9 0 7 0 16 352

Total 32 861 0 1 894 0 426 11 2 439 0 0 0 0 0 29 0 36 0 65 1398

06:00 PM 11 200 0 0 211 0 106 1 1 108 0 0 0 0 0 4 0 10 0 14 33306:15 PM 7 157 0 0 164 0 93 2 0 95 0 0 0 0 0 2 0 9 0 11 27006:30 PM 10 150 0 0 160 0 87 5 0 92 0 0 0 0 0 3 0 7 0 10 26206:45 PM 8 101 0 0 109 0 70 7 0 77 0 0 0 0 0 3 0 5 0 8 194

Total 36 608 0 0 644 0 356 15 1 372 0 0 0 0 0 12 0 31 0 43 1059

Grand Total 107 2247 0 1 2355 0 1201 45 3 1249 0 0 0 0 0 90 0 96 2 188 3792Apprch % 4.5 95.4 0 0 0 96.2 3.6 0.2 0 0 0 0 47.9 0 51.1 1.1

Total % 2.8 59.3 0 0 62.1 0 31.7 1.2 0.1 32.9 0 0 0 0 0 2.4 0 2.5 0.1 5Typical Vehicles 2193 1156

% Typical Vehicles 86 97.6 0 0 97 0 96.3 95.6 0 96 0 0 0 0 0 96.7 0 85.4 100 91 96.4Heavy Duty Vehicles

% Heavy Duty Vehicles 14 2.4 0 100 3 0 3.7 4.4 100 4 0 0 0 0 0 3.3 0 14.6 0 9 3.6






Rt. on


Rt. on


Rt. on



04:15 PM 11 173 0 0 184 0 125 7 0 132 0 0 0 0 0 22 0 9 0 31 34704:30 PM 6 221 0 0 227 0 89 3 0 92 0 0 0 0 0 8 0 7 2 17 33604:45 PM 10 210 0 0 220 0 118 3 0 121 0 0 0 0 0 6 0 6 0 12 35305:00 PM 7 238 0 1 246 0 102 4 0 106 0 0 0 0 0 7 0 12 0 19 371Total Volume 34 842 0 1 877 0 434 17 0 451 0 0 0 0 0 43 0 34 2 79 1407% App. Total 3.9 96 0 0.1 0 96.2 3.8 0 0 0 0 0 54.4 0 43 2.5




xwei

Highlight

File Name : 2nd Av & Mansion_AMSite Code : 17240016Start Date : 11/2/2017Page No : 1

Second Avenue and Mansion Street



Westbound

NorthboundMansion Street


06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2

07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 207:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 3

Total 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 5

08:00 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 308:15 AM 0 0 0 3 3 1 0 0 4 5 0 0 0 0 0 0 0 0 0 0 808:30 AM 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 4 4 708:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1

Total 0 0 0 5 5 1 0 0 7 8 0 0 0 0 0 0 0 0 6 6 19

09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 309:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2

Grand Total 0 0 0 7 7 1 0 0 7 8 0 0 0 0 0 0 0 0 16 16 31Apprch % 0 0 0 100 12.5 0 0 87.5 0 0 0 0 0 0 0 100

Total % 0 0 0 22.6 22.6 3.2 0 0 22.6 25.8 0 0 0 0 0 0 0 0 51.6 51.6



Northbound

Mansion StreetSouthbound



07:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 308:00 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 308:15 AM 0 0 0 3 3 1 0 0 4 5 0 0 0 0 0 0 0 0 0 0 808:30 AM 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 4 4 7Total Volume 0 0 0 6 6 1 0 0 7 8 0 0 0 0 0 0 0 0 7 7 21% App. Total 0 0 0 100 12.5 0 0 87.5 0 0 0 0 0 0 0 100

PHF .000 .000 .000 .500 .500 .250 .000 .000 .438 .400 .000 .000 .000 .000 .000 .000 .000 .000 .438 .438 .656

File Name : 2nd Av & Mansion_AMSite Code : 17240016Start Date : 11/2/2017Page No : 1




Westbound


Southbound



Rt. on


Rt. on


Rt. on


06:30 AM 3 62 0 0 65 0 258 3 0 261 0 0 0 0 0 3 0 1 1 5 33106:45 AM 0 59 0 0 59 0 272 7 0 279 0 0 0 0 0 4 0 1 0 5 343

Total 3 121 0 0 124 0 530 10 0 540 0 0 0 0 0 7 0 2 1 10 674

07:00 AM 1 87 0 0 88 0 320 11 0 331 0 0 0 0 0 3 0 0 2 5 42407:15 AM 2 93 0 0 95 0 321 13 0 334 0 0 0 0 0 6 0 0 0 6 43507:30 AM 3 72 0 0 75 0 373 25 0 398 0 0 0 0 0 5 0 1 1 7 48007:45 AM 3 97 0 0 100 0 354 32 0 386 0 0 0 0 0 1 0 3 0 4 490

Total 9 349 0 0 358 0 1368 81 0 1449 0 0 0 0 0 15 0 4 3 22 1829

08:00 AM 0 72 0 0 72 0 323 45 0 368 0 0 0 0 0 8 0 2 0 10 45008:15 AM 4 73 0 0 77 0 294 29 2 325 0 0 0 0 0 5 0 3 0 8 41008:30 AM 0 59 0 0 59 0 215 33 2 250 0 0 0 0 0 8 0 3 0 11 32008:45 AM 4 75 0 0 79 0 210 34 0 244 0 0 0 0 0 6 0 3 0 9 332

Total 8 279 0 0 287 0 1042 141 4 1187 0 0 0 0 0 27 0 11 0 38 1512

09:00 AM 1 68 0 0 69 0 192 28 2 222 0 0 0 0 0 2 0 0 0 2 29309:15 AM 1 77 0 0 78 0 122 3 0 125 0 0 0 0 0 4 0 3 0 7 210

Grand Total 22 894 0 0 916 0 3254 263 6 3523 0 0 0 0 0 55 0 20 4 79 4518Apprch % 2.4 97.6 0 0 0 92.4 7.5 0.2 0 0 0 0 69.6 0 25.3 5.1

Total % 0.5 19.8 0 0 20.3 0 72 5.8 0.1 78 0 0 0 0 0 1.2 0 0.4 0.1 1.7Typical Vehicles 3134

% Typical Vehicles 90.9 88.1 0 0 88.2 0 96.3 95.1 83.3 96.2 0 0 0 0 0 92.7 0 70 100 87.3 94.4Heavy Duty Vehicles

% Heavy Duty Vehicles 9.1 11.9 0 0 11.8 0 3.7 4.9 16.7 3.8 0 0 0 0 0 7.3 0 30 0 12.7 5.6



Northbound




Rt. on


Rt. on


Rt. on



07:15 AM 2 93 0 0 95 0 321 13 0 334 0 0 0 0 0 6 0 0 0 6 43507:30 AM 3 72 0 0 75 0 373 25 0 398 0 0 0 0 0 5 0 1 1 7 48007:45 AM 3 97 0 0 100 0 354 32 0 386 0 0 0 0 0 1 0 3 0 4 49008:00 AM 0 72 0 0 72 0 323 45 0 368 0 0 0 0 0 8 0 2 0 10 450Total Volume 8 334 0 0 342 0 1371 115 0 1486 0 0 0 0 0 20 0 6 1 27 1855% App. Total 2.3 97.7 0 0 0 92.3 7.7 0 0 0 0 0 74.1 0 22.2 3.7




xwei

Highlight

File Name : 2nd Av & Mansion_PMSite Code : 1724016Start Date : 11/2/2017Page No : 1




Westbound



04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 504:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3

Total 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 8

05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 305:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 4

Total 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 7

06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 106:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2


Total % 0 0 0 23.5 23.5 0 0 0 0 0 0 0 0 0 0 0 0 0 76.5 76.5



Northbound





PHF .000 .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .500 .400

File Name : 2nd Av & Mansion_PMSite Code : 1724016Start Date : 11/2/2017Page No : 1




Westbound


Southbound



Rt. on


Rt. on


Rt. on


04:00 PM 1 186 0 0 187 0 88 5 0 93 0 0 0 0 0 16 0 6 0 22 30204:15 PM 3 204 0 0 207 0 108 3 0 111 0 0 0 0 0 29 0 2 1 32 35004:30 PM 1 234 0 0 235 0 89 5 0 94 0 0 0 0 0 31 0 2 0 33 36204:45 PM 1 212 0 0 213 0 122 4 0 126 0 0 0 0 0 28 0 1 0 29 368

Total 6 836 0 0 842 0 407 17 0 424 0 0 0 0 0 104 0 11 1 116 1382

05:00 PM 0 248 0 0 248 0 114 1 0 115 0 0 0 0 0 23 0 0 0 23 38605:15 PM 0 210 0 0 210 0 104 3 0 107 0 0 0 0 0 11 0 1 0 12 32905:30 PM 2 219 0 1 222 0 103 0 0 103 0 0 0 0 0 13 0 2 0 15 34005:45 PM 5 211 0 0 216 0 116 1 0 117 0 0 0 0 0 7 0 1 0 8 341

Total 7 888 0 1 896 0 437 5 0 442 0 0 0 0 0 54 0 4 0 58 1396

06:00 PM 2 208 0 0 210 0 102 4 0 106 0 0 0 0 0 9 0 2 0 11 32706:15 PM 1 162 0 0 163 0 93 5 0 98 0 0 0 0 0 5 0 1 1 7 26806:30 PM 3 149 0 1 153 0 90 3 0 93 0 0 0 0 0 4 0 1 1 6 25206:45 PM 2 99 0 0 101 0 72 2 0 74 0 0 0 0 0 1 0 0 2 3 178

Total 8 618 0 1 627 0 357 14 0 371 0 0 0 0 0 19 0 4 4 27 1025

Grand Total 21 2342 0 2 2365 0 1201 36 0 1237 0 0 0 0 0 177 0 19 5 201 3803Apprch % 0.9 99 0 0.1 0 97.1 2.9 0 0 0 0 0 88.1 0 9.5 2.5

Total % 0.6 61.6 0 0.1 62.2 0 31.6 0.9 0 32.5 0 0 0 0 0 4.7 0 0.5 0.1 5.3Typical Vehicles 2281 1147





Northbound




Rt. on


Rt. on


Rt. on



04:15 PM 3 204 0 0 207 0 108 3 0 111 0 0 0 0 0 29 0 2 1 32 35004:30 PM 1 234 0 0 235 0 89 5 0 94 0 0 0 0 0 31 0 2 0 33 36204:45 PM 1 212 0 0 213 0 122 4 0 126 0 0 0 0 0 28 0 1 0 29 36805:00 PM 0 248 0 0 248 0 114 1 0 115 0 0 0 0 0 23 0 0 0 23 386Total Volume 5 898 0 0 903 0 433 13 0 446 0 0 0 0 0 111 0 5 1 117 1466% App. Total 0.6 99.4 0 0 0 97.1 2.9 0 0 0 0 0 94.9 0 4.3 0.9


% Typical Vehicles 60.0 97.3 0 0 97.1 0 93.8 84.6 0 93.5 0 0 0 0 0 98.2 0 100 0 97.4 96.0Heavy Duty Vehicles

% Heavy Duty Vehicles 40.0 2.7 0 0 2.9 0 6.2 15.4 0 6.5 0 0 0 0 0 1.8 0 0 100 2.6 4.0

xwei

Highlight

File Name : 2nd Av & Swinburne_AMSite Code : 17240019Start Date : 11/2/2017Page No : 1

Second Avenue and Swinburne Street( Swinburne St. Enter Exit Only )

Groups Printed- BicyclesSecond Avenue


Westbound NorthboundSwinburne Street

SouthboundStart Time Left Thru Right Bikes App. Total Left Thru Right Bikes App. Total Left Thru Right App. Total Left Thru Right Bikes App. Total Int. Total

06:30 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 206:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 2

07:00 AM 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 0 0 1 407:15 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 107:30 AM 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 1 0 0 0 1 607:45 AM 0 0 0 0 0 0 0 7 0 7 0 0 0 0 0 1 0 0 0 1 8

Total 0 0 0 0 0 0 0 16 0 16 0 0 0 0 0 3 0 0 0 3 19

08:00 AM 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 2 0 0 0 2 508:15 AM 0 0 0 0 0 0 0 12 0 12 0 0 0 0 0 0 0 0 0 0 1208:30 AM 0 0 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 0 0 608:45 AM 0 0 0 0 0 0 0 9 0 9 0 0 0 0 0 2 0 0 0 2 11

Total 0 0 0 0 0 0 0 30 0 30 0 0 0 0 0 4 0 0 0 4 34

09:00 AM 0 0 0 0 0 0 1 3 0 4 0 0 0 0 0 0 0 0 0 0 409:15 AM 0 0 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 0 0 2 6

Grand Total 0 0 0 0 0 0 1 54 0 55 0 0 0 0 0 10 0 0 0 10 65Apprch % 0 0 0 0 0 1.8 98.2 0 0 0 0 0 100 0 0 0

Total % 0 0 0 0 0 0 1.5 83.1 0 84.6 0 0 0 0 0 15.4 0 0 0 15.4



Swinburne StreetSouthbound

Start Time Left Thru Right Bikes App. Total Thru Right Bikes App. Total Thru Right App. Total Thru Right Bikes App. Total Int. Total



PHF .000 .000 .000 .000 .000 .000 .000 .625 .000 .625 .000 .000 .000 .000 .000 .500 .000 .000 .000 .500 .708



Groups Printed- PedestriansSecond Avenue



SouthboundStart Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right App. Total Left Thru Right Peds App. Total Int. Total

06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:45 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1

Total 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1

08:00 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 208:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:45 AM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2

Total 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 0 0 1 4

09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 009:15 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 2


Total % 0 0 0 0 0 0 0 71.4 0 71.4 0 0 0 0 0 28.6 0 0 0 28.6




Start Time Left Thru Right Peds App. Total Thru Right Peds App. Total Thru Right App. Total Thru Right Peds App. Total Int. Total



PHF .000 .000 .000 .000 .000 .000 .000 .375 .000 .375 .000 .000 .000 .000 .000 .250 .000 .000 .000 .250 .500







06:30 AM 27 0 0 0 27 0 0 23 0 23 0 0 0 0 0 1 0 3 0 4 5406:45 AM 19 0 0 0 19 0 0 18 0 18 0 0 0 0 0 1 0 9 0 10 47

Total 46 0 0 0 46 0 0 41 0 41 0 0 0 0 0 2 0 12 0 14 101

07:00 AM 25 0 0 0 25 0 0 20 0 20 0 0 0 0 0 3 0 13 0 16 6107:15 AM 21 0 0 0 21 0 0 15 0 15 0 0 0 0 0 5 0 5 0 10 4607:30 AM 11 0 0 0 11 0 0 18 0 18 0 0 0 0 0 3 0 7 0 10 3907:45 AM 11 0 0 0 11 0 0 19 0 19 0 0 0 0 0 8 0 1 0 9 39

Total 68 0 0 0 68 0 0 72 0 72 0 0 0 0 0 19 0 26 0 45 185

08:00 AM 8 0 0 0 8 0 0 11 0 11 0 0 0 0 0 2 0 4 0 6 2508:15 AM 7 0 0 0 7 0 0 9 0 9 0 0 0 0 0 9 0 2 0 11 2708:30 AM 6 0 0 0 6 0 0 6 0 6 0 0 0 0 0 4 0 0 0 4 1608:45 AM 6 0 0 0 6 0 0 7 0 7 0 0 0 0 0 2 0 3 0 5 18

Total 27 0 0 0 27 0 0 33 0 33 0 0 0 0 0 17 0 9 0 26 86

09:00 AM 10 0 0 0 10 0 0 10 0 10 0 0 0 0 0 3 0 4 0 7 2709:15 AM 8 0 0 0 8 0 0 2 0 2 0 0 0 0 0 4 0 4 0 8 18


Total % 38.1 0 0 0 38.1 0 0 37.9 0 37.9 0 0 0 0 0 10.8 0 13.2 0 24Typical Vehicles

% Typical Vehicles 77.4 0 0 0 77.4 0 0 89.2 0 89.2 0 0 0 0 0 42.2 0 40 0 41 73.1Heavy Duty Vehicles

% Heavy Duty Vehicles 22.6 0 0 0 22.6 0 0 10.8 0 10.8 0 0 0 0 0 57.8 0 60 0 59 26.9








% Typical Vehicles 83.7 0 0 0 83.7 0 0 96.1 0 96.1 0 0 0 0 0 40.0 0 33.3 0 35.0 78.8Heavy Duty Vehicles

% Heavy Duty Vehicles 16.3 0 0 0 16.3 0 0 3.9 0 3.9 0 0 0 0 0 60.0 0 66.7 0 65.0 21.2

File Name : 2nd Av & Swinburne_PMSite Code : 17240019Start Date : 11/2/2017Page No : 1


Groups Printed- BicyclesSecond Avenue



SouthboundStart Time Left Thru Right Bikes App. Total Left Thru Right Bikes App. Total Left Thru Right App. Total Left Thru Right Bikes App. Total Int. Total

04:00 PM 0 0 0 0 0 0 0 7 0 7 0 0 0 0 0 4 0 0 0 4 1104:15 PM 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 7 0 0 0 7 1004:30 PM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 10 0 0 0 10 1204:45 PM 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 9 0 0 0 9 14

Total 0 0 0 0 0 0 1 16 0 17 0 0 0 0 0 30 0 0 0 30 47

05:00 PM 0 0 0 0 0 0 0 7 0 7 0 0 0 0 0 11 0 0 0 11 1805:15 PM 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 8 0 0 0 8 1305:30 PM 0 0 0 0 0 0 0 6 0 6 0 0 0 0 0 11 0 0 0 11 1705:45 PM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 12 0 0 0 12 14

Total 0 0 0 0 0 0 0 20 0 20 0 0 0 0 0 42 0 0 0 42 62

06:00 PM 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 7 0 0 0 7 1206:15 PM 0 0 0 0 0 0 2 4 0 6 0 0 0 0 0 4 0 0 0 4 1006:30 PM 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 4 0 0 0 4 906:45 PM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 0 0 4 6

Total 0 0 0 0 0 0 2 16 0 18 0 0 0 0 0 19 0 0 0 19 37

Grand Total 0 0 0 0 0 0 3 52 0 55 0 0 0 0 0 91 0 0 0 91 146Apprch % 0 0 0 0 0 5.5 94.5 0 0 0 0 0 100 0 0 0

Total % 0 0 0 0 0 0 2.1 35.6 0 37.7 0 0 0 0 0 62.3 0 0 0 62.3




Start Time Left Thru Right Bikes App. Total Thru Right Bikes App. Total Thru Right App. Total Thru Right Bikes App. Total Int. Total



PHF .000 .000 .000 .000 .000 .000 .000 .821 .000 .821 .000 .000 .000 .000 .000 .886 .000 .000 .000 .886 .861



Groups Printed- PedestriansSecond Avenue



SouthboundStart Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right App. Total Left Thru Right Peds App. Total Int. Total

04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 PM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 0 0 1 304:45 PM 0 0 0 0 0 0 0 9 0 9 0 0 0 0 0 0 0 0 0 0 9

Total 0 0 0 0 0 0 0 11 0 11 0 0 0 0 0 1 0 0 0 1 12

05:00 PM 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 0 0 3 605:15 PM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 0 0 1 305:30 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 205:45 PM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 0 0 3 5

Total 0 0 0 0 0 0 0 8 0 8 0 0 0 0 0 8 0 0 0 8 16

06:00 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 4 0 0 0 4 506:15 PM 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 0 0 1 406:30 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 206:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1

Total 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 7 0 0 0 7 12


Total % 0 0 0 0 0 0 0 60 0 60 0 0 0 0 0 40 0 0 0 40




Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right App. Total Left Thru Right Peds App. Total Int. Total



PHF .000 .000 .000 .000 .000 .000 .000 .444 .000 .444 .000 .000 .000 .000 .000 .417 .000 .000 .000 .417 .583







04:00 PM 1 0 0 0 1 0 0 2 0 2 0 0 0 0 0 14 0 10 0 24 2704:15 PM 2 0 0 0 2 0 0 1 0 1 0 0 0 0 0 11 0 12 0 23 2604:30 PM 1 0 0 0 1 0 0 5 0 5 0 0 0 0 0 12 0 16 0 28 3404:45 PM 5 0 0 0 5 0 0 1 0 1 0 0 0 0 0 12 0 18 0 30 36

Total 9 0 0 0 9 0 0 9 0 9 0 0 0 0 0 49 0 56 0 105 123

05:00 PM 1 0 0 0 1 0 0 4 0 4 0 0 0 0 0 12 0 7 0 19 2405:15 PM 2 0 0 0 2 0 0 3 0 3 0 0 0 0 0 14 0 10 0 24 2905:30 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 6 0 4 0 10 1105:45 PM 4 0 0 0 4 0 0 3 0 3 0 0 0 0 0 10 0 6 0 16 23

Total 8 0 0 0 8 0 0 10 0 10 0 0 0 0 0 42 0 27 0 69 87

06:00 PM 5 0 0 0 5 0 0 2 0 2 0 0 0 0 0 9 0 7 0 16 2306:15 PM 5 0 0 0 5 0 0 2 0 2 0 0 0 0 0 11 0 10 0 21 2806:30 PM 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 1 0 8 0 9 1306:45 PM 5 0 0 0 5 0 0 0 0 0 0 0 0 0 0 3 0 2 0 5 10

Total 19 0 0 0 19 0 0 4 0 4 0 0 0 0 0 24 0 27 0 51 74

Grand Total 36 0 0 0 36 0 0 23 0 23 0 0 0 0 0 115 0 110 0 225 284Apprch % 100 0 0 0 0 0 100 0 0 0 0 0 51.1 0 48.9 0

Total % 12.7 0 0 0 12.7 0 0 8.1 0 8.1 0 0 0 0 0 40.5 0 38.7 0 79.2Typical Vehicles

% Typical Vehicles 30.6 0 0 0 30.6 0 0 47.8 0 47.8 0 0 0 0 0 87.8 0 88.2 0 88 77.5Heavy Duty Vehicles

% Heavy Duty Vehicles 69.4 0 0 0 69.4 0 0 52.2 0 52.2 0 0 0 0 0 12.2 0 11.8 0 12 22.5






04:00 PM 1 0 0 0 1 0 0 2 0 2 0 0 0 0 0 14 0 10 0 24 2704:15 PM 2 0 0 0 2 0 0 1 0 1 0 0 0 0 0 11 0 12 0 23 2604:30 PM 1 0 0 0 1 0 0 5 0 5 0 0 0 0 0 12 0 16 0 28 3404:45 PM 5 0 0 0 5 0 0 1 0 1 0 0 0 0 0 12 0 18 0 30 36Total Volume 9 0 0 0 9 0 0 9 0 9 0 0 0 0 0 49 0 56 0 105 123% App. Total 100 0 0 0 0 0 100 0 0 0 0 0 46.7 0 53.3 0


% Typical Vehicles 55.6 0 0 0 55.6 0 0 44.4 0 44.4 0 0 0 0 0 89.8 0 94.6 0 92.4 86.2Heavy Duty Vehicles

% Heavy Duty Vehicles 44.4 0 0 0 44.4 0 0 55.6 0 55.6 0 0 0 0 0 10.2 0 5.4 0 7.6 13.8

File Name : 2nd Av & Tecumseh_AMSite Code : 1724013Start Date : 11/2/2017Page No : 1

Second Avenue and Tecumseh Street



WestboundTecumseh Street

NorthboundTecumseh Street


06:30 AM 0 1 0 4 5 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 706:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 1 0 5 6 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 8

07:00 AM 0 0 0 4 4 0 1 0 0 1 0 0 0 1 1 0 0 0 5 5 1107:15 AM 2 0 0 0 2 0 0 0 3 3 0 0 0 0 0 0 0 0 2 2 707:30 AM 1 0 0 6 7 0 0 0 0 0 0 0 0 1 1 0 0 0 2 2 1007:45 AM 0 1 0 3 4 0 1 0 1 2 0 0 0 1 1 0 0 0 5 5 12

Total 3 1 0 13 17 0 2 0 4 6 0 0 0 3 3 0 0 0 14 14 40

08:00 AM 0 0 0 5 5 0 0 0 2 2 0 0 0 3 3 0 0 0 3 3 1308:15 AM 0 1 0 2 3 0 0 0 1 1 0 0 0 5 5 0 0 0 8 8 1708:30 AM 0 0 0 10 10 0 0 0 7 7 0 0 0 10 10 0 0 0 5 5 3208:45 AM 0 0 0 1 1 0 0 0 9 9 0 0 0 18 18 0 0 0 2 2 30

Total 0 1 0 18 19 0 0 0 19 19 0 0 0 36 36 0 0 0 18 18 92

09:00 AM 0 2 0 5 7 0 0 0 5 5 0 0 0 4 4 0 0 0 11 11 2709:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 3 3 0 0 0 3 3 8

Grand Total 3 6 0 41 50 0 3 0 28 31 0 0 0 46 46 0 0 0 48 48 175Apprch % 6 12 0 82 0 9.7 0 90.3 0 0 0 100 0 0 0 100

Total % 1.7 3.4 0 23.4 28.6 0 1.7 0 16 17.7 0 0 0 26.3 26.3 0 0 0 27.4 27.4



Tecumseh StreetNorthbound

Tecumseh StreetSouthbound



08:15 AM 0 1 0 2 3 0 0 0 1 1 0 0 0 5 5 0 0 0 8 8 1708:30 AM 0 0 0 10 10 0 0 0 7 7 0 0 0 10 10 0 0 0 5 5 3208:45 AM 0 0 0 1 1 0 0 0 9 9 0 0 0 18 18 0 0 0 2 2 3009:00 AM 0 2 0 5 7 0 0 0 5 5 0 0 0 4 4 0 0 0 11 11 27Total Volume 0 3 0 18 21 0 0 0 22 22 0 0 0 37 37 0 0 0 26 26 106% App. Total 0 14.3 0 85.7 0 0 0 100 0 0 0 100 0 0 0 100

PHF .000 .375 .000 .450 .525 .000 .000 .000 .611 .611 .000 .000 .000 .514 .514 .000 .000 .000 .591 .591 .828

File Name : 2nd Av & Tecumseh_AMSite Code : 1724013Start Date : 11/2/2017Page No : 1






Southbound



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06:30 AM 0 62 2 0 64 1 260 1 0 262 3 2 2 0 7 0 0 0 0 0 33306:45 AM 0 61 1 0 62 2 283 0 0 285 1 1 2 0 4 0 0 0 0 0 351

Total 0 123 3 0 126 3 543 1 0 547 4 3 4 0 11 0 0 0 0 0 684

07:00 AM 0 94 0 0 94 2 275 2 0 279 3 2 0 0 5 0 0 4 0 4 38207:15 AM 0 97 1 0 98 1 320 0 0 321 2 0 1 0 3 0 0 1 0 1 42307:30 AM 0 82 1 0 83 0 364 0 0 364 1 0 0 0 1 0 0 0 0 0 44807:45 AM 0 103 2 0 105 0 324 0 0 324 0 0 0 0 0 1 0 2 0 3 432

Total 0 376 4 0 380 3 1283 2 0 1288 6 2 1 0 9 1 0 7 0 8 1685

08:00 AM 0 73 1 0 74 0 301 0 0 301 2 0 0 0 2 0 0 1 0 1 37808:15 AM 0 82 5 0 87 2 316 2 0 320 1 1 1 0 3 0 0 0 0 0 41008:30 AM 0 68 2 0 70 1 239 0 0 240 2 0 1 0 3 0 0 3 0 3 31608:45 AM 0 88 4 0 92 0 204 1 0 205 1 1 0 0 2 0 0 1 0 1 300

Total 0 311 12 0 323 3 1060 3 0 1066 6 2 2 0 10 0 0 5 0 5 1404

09:00 AM 0 77 1 0 78 1 213 2 0 216 1 1 3 0 5 0 1 0 0 1 30009:15 AM 1 96 7 0 104 0 165 1 0 166 2 0 1 0 3 0 0 4 0 4 277

Grand Total 1 983 27 0 1011 10 3264 9 0 3283 19 8 11 0 38 1 1 16 0 18 4350Apprch % 0.1 97.2 2.7 0 0.3 99.4 0.3 0 50 21.1 28.9 0 5.6 5.6 88.9 0

Total % 0 22.6 0.6 0 23.2 0.2 75 0.2 0 75.5 0.4 0.2 0.3 0 0.9 0 0 0.4 0 0.4Typical Vehicles 3133

% Typical Vehicles 100 88.4 77.8 0 88.1 100 96 88.9 0 96 94.7 87.5 90.9 0 92.1 100 100 81.2 0 83.3 94.1Heavy Duty Vehicles

% Heavy Duty Vehicles 0 11.6 22.2 0 11.9 0 4 11.1 0 4 5.3 12.5 9.1 0 7.9 0 0 18.8 0 16.7 5.9







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07:00 AM 0 94 0 0 94 2 275 2 0 279 3 2 0 0 5 0 0 4 0 4 38207:15 AM 0 97 1 0 98 1 320 0 0 321 2 0 1 0 3 0 0 1 0 1 42307:30 AM 0 82 1 0 83 0 364 0 0 364 1 0 0 0 1 0 0 0 0 0 44807:45 AM 0 103 2 0 105 0 324 0 0 324 0 0 0 0 0 1 0 2 0 3 432Total Volume 0 376 4 0 380 3 1283 2 0 1288 6 2 1 0 9 1 0 7 0 8 1685% App. Total 0 98.9 1.1 0 0.2 99.6 0.2 0 66.7 22.2 11.1 0 12.5 0 87.5 0


% Typical Vehicles 0 89.6 75.0 0 89.5 100 96.9 100 0 96.9 100 100 100 0 100 100 0 85.7 0 87.5 95.2Heavy Duty Vehicles

% Heavy Duty Vehicles 0 10.4 25.0 0 10.5 0 3.1 0 0 3.1 0 0 0 0 0 0 0 14.3 0 12.5 4.8

xwei

Highlight

File Name : 2nd Av & Tecumseh_PMSite Code : 17240013Start Date : 11/2/2017Page No : 1







04:00 PM 0 0 0 18 18 0 0 0 9 9 0 0 0 22 22 0 0 0 26 26 7504:15 PM 0 0 0 4 4 0 0 0 3 3 0 0 2 16 18 0 0 0 17 17 4204:30 PM 0 1 0 11 12 0 0 0 5 5 0 0 0 7 7 0 0 0 6 6 3004:45 PM 0 0 0 5 5 0 0 0 3 3 0 0 0 11 11 0 0 0 9 9 28

Total 0 1 0 38 39 0 0 0 20 20 0 0 2 56 58 0 0 0 58 58 175

05:00 PM 0 0 0 1 1 0 0 0 4 4 0 0 0 7 7 0 0 0 4 4 1605:15 PM 0 0 0 10 10 0 0 0 15 15 0 0 0 12 12 0 0 0 10 10 4705:30 PM 0 1 0 2 3 0 1 0 8 9 0 0 0 8 8 0 0 0 20 20 4005:45 PM 0 0 0 5 5 0 0 0 2 2 0 0 0 4 4 0 0 0 14 14 25

Total 0 1 0 18 19 0 1 0 29 30 0 0 0 31 31 0 0 0 48 48 128

06:00 PM 0 0 0 1 1 0 0 0 3 3 0 0 0 8 8 0 0 0 16 16 2806:15 PM 0 0 0 2 2 0 0 0 6 6 0 0 0 8 8 0 0 0 6 6 2206:30 PM 0 0 0 2 2 0 0 0 3 3 0 0 0 0 0 0 0 0 8 8 1306:45 PM 0 0 0 1 1 0 1 1 1 3 0 0 0 0 0 0 0 0 3 3 7

Total 0 0 0 6 6 0 1 1 13 15 0 0 0 16 16 0 0 0 33 33 70

Grand Total 0 2 0 62 64 0 2 1 62 65 0 0 2 103 105 0 0 0 139 139 373Apprch % 0 3.1 0 96.9 0 3.1 1.5 95.4 0 0 1.9 98.1 0 0 0 100

Total % 0 0.5 0 16.6 17.2 0 0.5 0.3 16.6 17.4 0 0 0.5 27.6 28.2 0 0 0 37.3 37.3







04:00 PM 0 0 0 18 18 0 0 0 9 9 0 0 0 22 22 0 0 0 26 26 7504:15 PM 0 0 0 4 4 0 0 0 3 3 0 0 2 16 18 0 0 0 17 17 4204:30 PM 0 1 0 11 12 0 0 0 5 5 0 0 0 7 7 0 0 0 6 6 3004:45 PM 0 0 0 5 5 0 0 0 3 3 0 0 0 11 11 0 0 0 9 9 28Total Volume 0 1 0 38 39 0 0 0 20 20 0 0 2 56 58 0 0 0 58 58 175% App. Total 0 2.6 0 97.4 0 0 0 100 0 0 3.4 96.6 0 0 0 100

PHF .000 .250 .000 .528 .542 .000 .000 .000 .556 .556 .000 .000 .250 .636 .659 .000 .000 .000 .558 .558 .583

File Name : 2nd Av & Tecumseh_PMSite Code : 17240013Start Date : 11/2/2017Page No : 1






Southbound



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04:00 PM 0 180 3 0 183 1 90 4 0 95 4 0 3 0 7 0 0 4 0 4 28904:15 PM 1 173 3 0 177 2 117 2 0 121 2 0 5 0 7 2 2 1 0 5 31004:30 PM 1 221 3 0 225 2 95 3 0 100 3 0 2 0 5 3 0 1 0 4 33404:45 PM 0 214 3 0 217 2 117 1 0 120 2 0 2 0 4 1 0 1 0 2 343

Total 2 788 12 0 802 7 419 10 0 436 11 0 12 0 23 6 2 7 0 15 1276

05:00 PM 0 231 1 0 232 1 108 1 0 110 6 1 1 0 8 0 1 1 0 2 35205:15 PM 0 206 0 0 206 2 114 3 0 119 4 1 2 0 7 2 0 0 0 2 33405:30 PM 0 212 1 0 213 2 106 0 0 108 5 0 2 0 7 0 0 1 0 1 32905:45 PM 0 220 2 0 222 3 101 0 0 104 3 1 0 0 4 0 2 1 0 3 333

Total 0 869 4 0 873 8 429 4 0 441 18 3 5 0 26 2 3 3 0 8 1348

06:00 PM 0 192 4 0 196 0 103 1 0 104 4 2 0 0 6 1 0 0 0 1 30706:15 PM 1 171 2 0 174 0 109 0 0 109 1 0 2 0 3 1 0 1 0 2 28806:30 PM 0 152 0 0 152 0 93 0 0 93 3 1 1 0 5 2 2 0 0 4 25406:45 PM 1 106 2 0 109 2 75 1 0 78 6 0 1 0 7 0 0 0 0 0 194

Total 2 621 8 0 631 2 380 2 0 384 14 3 4 0 21 4 2 1 0 7 1043

Grand Total 4 2278 24 0 2306 17 1228 16 0 1261 43 6 21 0 70 12 7 11 0 30 3667Apprch % 0.2 98.8 1 0 1.3 97.4 1.3 0 61.4 8.6 30 0 40 23.3 36.7 0

Total % 0.1 62.1 0.7 0 62.9 0.5 33.5 0.4 0 34.4 1.2 0.2 0.6 0 1.9 0.3 0.2 0.3 0 0.8Typical Vehicles 2213 1167

% Typical Vehicles 100 97.1 100 0 97.2 100 95 93.8 0 95.1 100 100 95.2 0 98.6 100 100 63.6 0 86.7 96.4Heavy Duty Vehicles

% Heavy Duty Vehicles 0 2.9 0 0 2.8 0 5 6.2 0 4.9 0 0 4.8 0 1.4 0 0 36.4 0 13.3 3.6







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04:30 PM 1 221 3 0 225 2 95 3 0 100 3 0 2 0 5 3 0 1 0 4 33404:45 PM 0 214 3 0 217 2 117 1 0 120 2 0 2 0 4 1 0 1 0 2 34305:00 PM 0 231 1 0 232 1 108 1 0 110 6 1 1 0 8 0 1 1 0 2 35205:15 PM 0 206 0 0 206 2 114 3 0 119 4 1 2 0 7 2 0 0 0 2 334Total Volume 1 872 7 0 880 7 434 8 0 449 15 2 7 0 24 6 1 3 0 10 1363% App. Total 0.1 99.1 0.8 0 1.6 96.7 1.8 0 62.5 8.3 29.2 0 60 10 30 0


% Typical Vehicles 100 97.2 100 0 97.3 100 95.4 100 0 95.5 100 100 100 0 100 100 100 66.7 0 90.0 96.7Heavy Duty Vehicles

% Heavy Duty Vehicles 0 2.8 0 0 2.7 0 4.6 0 0 4.5 0 0 0 0 0 0 0 33.3 0 10.0 3.3

xwei

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File Name : Bates & Blvd Allies_PMSite Code : 17240001Start Date : 11/8/2017Page No : 1

Bates Street and Boulevard of the Allies

Groups Printed- Pedestrians and BicyclesBoulevard of the Allies

EastboundBoulevard of the Allies

WestboundBates StreetNorthbound



04:00 PM 0 0 0 13 13 0 0 0 8 8 0 0 0 3 3 0 2 0 0 2 2604:15 PM 0 1 0 7 8 0 0 0 5 5 0 1 0 5 6 0 2 0 3 5 2404:30 PM 0 0 0 8 8 0 1 1 6 8 0 0 0 1 1 0 1 0 6 7 2404:45 PM 0 0 0 16 16 0 0 0 1 1 0 1 0 1 2 0 3 0 1 4 23

Total 0 1 0 44 45 0 1 1 20 22 0 2 0 10 12 0 8 0 10 18 97

05:00 PM 0 2 0 14 16 0 1 0 1 2 0 0 0 8 8 0 1 0 1 2 2805:15 PM 0 0 0 7 7 0 1 0 13 14 0 0 0 0 0 0 0 0 2 2 2305:30 PM 0 0 1 3 4 0 0 0 9 9 0 0 0 1 1 0 0 0 0 0 1405:45 PM 0 1 0 7 8 0 0 0 13 13 0 0 0 0 0 0 1 0 3 4 25

Total 0 3 1 31 35 0 2 0 36 38 0 0 0 9 9 0 2 0 6 8 90

06:00 PM 0 0 0 2 2 0 1 1 2 4 0 1 0 0 1 0 2 0 1 3 1006:15 PM 0 1 0 0 1 0 0 0 2 2 0 0 0 0 0 0 0 0 3 3 606:30 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 1 0 0 1 306:45 PM 0 0 1 2 3 0 0 0 4 4 0 0 0 0 0 0 0 0 2 2 9

Total 0 1 1 5 7 0 1 1 9 11 0 1 0 0 1 0 3 0 6 9 28

Grand Total 0 5 2 80 87 0 4 2 65 71 0 3 0 19 22 0 13 0 22 35 215Apprch % 0 5.7 2.3 92 0 5.6 2.8 91.5 0 13.6 0 86.4 0 37.1 0 62.9

Total % 0 2.3 0.9 37.2 40.5 0 1.9 0.9 30.2 33 0 1.4 0 8.8 10.2 0 6 0 10.2 16.3

Boulevard of the AlliesEastbound

Boulevard of the AlliesWestbound

Bates StreetNorthbound




04:15 PM 0 1 0 7 8 0 0 0 5 5 0 1 0 5 6 0 2 0 3 5 2404:30 PM 0 0 0 8 8 0 1 1 6 8 0 0 0 1 1 0 1 0 6 7 2404:45 PM 0 0 0 16 16 0 0 0 1 1 0 1 0 1 2 0 3 0 1 4 2305:00 PM 0 2 0 14 16 0 1 0 1 2 0 0 0 8 8 0 1 0 1 2 28Total Volume 0 3 0 45 48 0 2 1 13 16 0 2 0 15 17 0 7 0 11 18 99% App. Total 0 6.2 0 93.8 0 12.5 6.2 81.2 0 11.8 0 88.2 0 38.9 0 61.1

PHF .000 .375 .000 .703 .750 .000 .500 .250 .542 .500 .000 .500 .000 .469 .531 .000 .583 .000 .458 .643 .884

File Name : Bates & Blvd Allies_PMSite Code : 17240001Start Date : 11/8/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesBoulevard of the Allies






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RedApp. Total Left Thru Right Peds App. Total Int. Total

04:00 PM 0 307 72 0 379 0 162 20 0 182 41 82 24 0 147 1 53 3 0 57 76504:15 PM 0 334 76 0 410 0 163 20 0 183 33 67 26 0 126 0 49 1 0 50 76904:30 PM 0 345 70 0 415 0 153 14 0 167 52 75 38 0 165 0 38 0 0 38 78504:45 PM 0 367 64 0 431 0 145 19 0 164 49 100 43 0 192 3 54 0 0 57 844

Total 0 1353 282 0 1635 0 623 73 0 696 175 324 131 0 630 4 194 4 0 202 3163

05:00 PM 0 284 74 0 358 0 143 29 0 172 63 82 32 0 177 0 60 2 0 62 76905:15 PM 0 322 77 0 399 0 150 22 0 172 58 77 47 0 182 1 60 1 0 62 81505:30 PM 0 294 52 0 346 0 127 22 0 149 59 95 43 0 197 1 36 7 0 44 73605:45 PM 0 309 45 0 354 0 113 23 0 136 58 85 40 0 183 2 57 2 0 61 734

Total 0 1209 248 0 1457 0 533 96 0 629 238 339 162 0 739 4 213 12 0 229 3054

06:00 PM 0 280 61 0 341 0 124 22 0 146 59 106 39 0 204 0 57 1 0 58 74906:15 PM 0 229 77 0 306 0 118 22 0 140 62 86 35 0 183 0 47 2 0 49 67806:30 PM 0 176 60 0 236 0 89 14 0 103 61 110 24 0 195 0 62 3 0 65 59906:45 PM 0 134 72 0 206 0 78 15 0 93 64 84 26 0 174 1 66 2 0 69 542

Total 0 819 270 0 1089 0 409 73 0 482 246 386 124 0 756 1 232 8 0 241 2568

Grand Total 0 3381 800 0 4181 0 1565 242 0 1807 659 1049 417 0 2125 9 639 24 0 672 8785Apprch % 0 80.9 19.1 0 0 86.6 13.4 0 31 49.4 19.6 0 1.3 95.1 3.6 0

Total % 0 38.5 9.1 0 47.6 0 17.8 2.8 0 20.6 7.5 11.9 4.7 0 24.2 0.1 7.3 0.3 0 7.6Typical Vehicles 3331 1515 1016

% Typical Vehicles 0 98.5 96.8 0 98.2 0 96.8 95 0 96.6 95.1 96.9 99.3 0 96.8 100 98.3 100 0 98.4 97.5Heavy Duty Vehicles

% Heavy Duty Vehicles 0 1.5 3.2 0 1.8 0 3.2 5 0 3.4 4.9 3.1 0.7 0 3.2 0 1.7 0 0 1.6 2.5







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RedApp. Total Left Thru Right Peds App. Total Int. Total


04:30 PM 0 345 70 0 415 0 153 14 0 167 52 75 38 0 165 0 38 0 0 38 78504:45 PM 0 367 64 0 431 0 145 19 0 164 49 100 43 0 192 3 54 0 0 57 84405:00 PM 0 284 74 0 358 0 143 29 0 172 63 82 32 0 177 0 60 2 0 62 76905:15 PM 0 322 77 0 399 0 150 22 0 172 58 77 47 0 182 1 60 1 0 62 815Total Volume 0 1318 285 0 1603 0 591 84 0 675 222 334 160 0 716 4 212 3 0 219 3213% App. Total 0 82.2 17.8 0 0 87.6 12.4 0 31 46.6 22.3 0 1.8 96.8 1.4 0


% Typical Vehicles 0 98.4 96.5 0 98.1 0 96.1 92.9 0 95.7 95.9 96.7 100 0 97.2 100 98.1 100 0 98.2 97.4Heavy Duty Vehicles

% Heavy Duty Vehicles 0 1.6 3.5 0 1.9 0 3.9 7.1 0 4.3 4.1 3.3 0 0 2.8 0 1.9 0 0 1.8 2.6

xwei

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File Name : Bates and Blvd Allies_AMSite Code : 17240001Start Date : 11/1/2017Page No : 1


Groups Printed- Pedestrians and BicyclesBoulevard of the Allies





06:30 AM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 1 0 1 2 406:45 AM 0 0 0 1 1 0 1 0 5 6 0 2 0 0 2 0 0 0 4 4 13

Total 0 0 0 2 2 0 1 0 6 7 0 2 0 0 2 0 1 0 5 6 17

07:00 AM 0 0 0 4 4 0 1 0 2 3 0 0 0 1 1 0 0 0 0 0 807:15 AM 0 0 0 3 3 0 1 0 4 5 0 0 0 13 13 0 0 0 1 1 2207:30 AM 0 1 0 3 4 0 1 0 5 6 0 0 0 6 6 0 1 0 3 4 2007:45 AM 0 0 0 2 2 0 4 0 10 14 0 0 0 4 4 0 0 0 2 2 22

Total 0 1 0 12 13 0 7 0 21 28 0 0 0 24 24 0 1 0 6 7 72

08:00 AM 1 0 0 4 5 0 1 0 6 7 0 0 0 5 5 0 2 0 0 2 1908:15 AM 0 1 0 5 6 0 2 1 3 6 0 1 0 2 3 0 1 0 1 2 1708:30 AM 0 0 0 11 11 0 0 0 4 4 0 0 0 12 12 0 0 0 3 3 3008:45 AM 0 0 0 4 4 0 0 0 8 8 0 0 0 3 3 0 1 0 2 3 18

Total 1 1 0 24 26 0 3 1 21 25 0 1 0 22 23 0 4 0 6 10 84

09:00 AM 0 0 0 3 3 0 1 0 10 11 0 0 0 10 10 0 1 0 1 2 2609:15 AM 0 0 0 5 5 0 0 2 12 14 0 0 0 11 11 0 0 0 0 0 30

Grand Total 1 2 0 46 49 0 12 3 70 85 0 3 0 67 70 0 7 0 18 25 229Apprch % 2 4.1 0 93.9 0 14.1 3.5 82.4 0 4.3 0 95.7 0 28 0 72

Total % 0.4 0.9 0 20.1 21.4 0 5.2 1.3 30.6 37.1 0 1.3 0 29.3 30.6 0 3.1 0 7.9 10.9







08:30 AM 0 0 0 11 11 0 0 0 4 4 0 0 0 12 12 0 0 0 3 3 3008:45 AM 0 0 0 4 4 0 0 0 8 8 0 0 0 3 3 0 1 0 2 3 1809:00 AM 0 0 0 3 3 0 1 0 10 11 0 0 0 10 10 0 1 0 1 2 2609:15 AM 0 0 0 5 5 0 0 2 12 14 0 0 0 11 11 0 0 0 0 0 30Total Volume 0 0 0 23 23 0 1 2 34 37 0 0 0 36 36 0 2 0 6 8 104% App. Total 0 0 0 100 0 2.7 5.4 91.9 0 0 0 100 0 25 0 75

PHF .000 .000 .000 .523 .523 .000 .250 .250 .708 .661 .000 .000 .000 .750 .750 .000 .500 .000 .500 .667 .867

File Name : Bates and Blvd Allies_AMSite Code : 17240001Start Date : 11/1/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesBoulevard of the Allies






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06:30 AM 0 65 90 0 155 0 73 41 0 114 83 123 13 0 219 0 36 1 0 37 52506:45 AM 0 77 102 0 179 0 108 33 0 141 83 126 14 0 223 0 50 0 0 50 593

Total 0 142 192 0 334 0 181 74 0 255 166 249 27 0 442 0 86 1 0 87 1118

07:00 AM 0 85 99 0 184 1 128 33 0 162 75 107 9 0 191 0 53 0 0 53 59007:15 AM 0 74 101 0 175 1 133 30 0 164 74 138 15 0 227 0 28 0 0 28 59407:30 AM 0 116 106 0 222 0 191 64 0 255 54 119 4 0 177 0 38 0 0 38 69207:45 AM 2 101 93 0 196 0 162 53 0 215 70 115 6 0 191 0 41 0 0 41 643

Total 2 376 399 0 777 2 614 180 0 796 273 479 34 0 786 0 160 0 0 160 2519

08:00 AM 0 135 101 0 236 1 219 64 0 284 39 99 12 0 150 0 42 0 0 42 71208:15 AM 0 111 83 0 194 1 163 55 0 219 55 118 11 0 184 0 30 0 0 30 62708:30 AM 0 138 72 0 210 0 184 60 0 244 44 105 9 0 158 0 38 0 0 38 65008:45 AM 0 113 80 0 193 0 130 46 0 176 70 114 16 0 200 1 37 1 0 39 608

Total 0 497 336 0 833 2 696 225 0 923 208 436 48 0 692 1 147 1 0 149 2597

09:00 AM 0 144 64 0 208 0 141 44 0 185 62 113 12 0 187 0 42 0 0 42 62209:15 AM 0 121 88 0 209 0 86 22 0 108 73 123 24 0 220 0 42 0 0 42 579

Grand Total 2 1280 1079 0 2361 4 1718 545 0 2267 782 1400 145 0 2327 1 477 2 0 480 7435Apprch % 0.1 54.2 45.7 0 0.2 75.8 24 0 33.6 60.2 6.2 0 0.2 99.4 0.4 0

Total % 0 17.2 14.5 0 31.8 0.1 23.1 7.3 0 30.5 10.5 18.8 2 0 31.3 0 6.4 0 0 6.5Typical Vehicles 1228 1020 1662 1342

% Typical Vehicles 100 95.9 94.5 0 95.3 100 96.7 96.3 0 96.6 92.5 95.9 94.5 0 94.6 100 94.8 100 0 94.8 95.5Heavy Duty Vehicles

% Heavy Duty Vehicles 0 4.1 5.5 0 4.7 0 3.3 3.7 0 3.4 7.5 4.1 5.5 0 5.4 0 5.2 0 0 5.2 4.5







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Rt. on



07:30 AM 0 116 106 0 222 0 191 64 0 255 54 119 4 0 177 0 38 0 0 38 69207:45 AM 2 101 93 0 196 0 162 53 0 215 70 115 6 0 191 0 41 0 0 41 64308:00 AM 0 135 101 0 236 1 219 64 0 284 39 99 12 0 150 0 42 0 0 42 71208:15 AM 0 111 83 0 194 1 163 55 0 219 55 118 11 0 184 0 30 0 0 30 627Total Volume 2 463 383 0 848 2 735 236 0 973 218 451 33 0 702 0 151 0 0 151 2674% App. Total 0.2 54.6 45.2 0 0.2 75.5 24.3 0 31.1 64.2 4.7 0 0 100 0 0


% Typical Vehicles 100 97.6 96.9 0 97.3 100 96.7 96.6 0 96.7 92.2 94.7 100 0 94.2 0 96.7 0 0 96.7 96.2Heavy Duty Vehicles

% Heavy Duty Vehicles 0 2.4 3.1 0 2.7 0 3.3 3.4 0 3.3 7.8 5.3 0 0 5.8 0 3.3 0 0 3.3 3.8

xwei

Highlight

File Name : Bates and I-376 On-ramp and Hodge_AMSite Code : 17240004Start Date : 10/31/2017Page No : 1

Bates Street andI-376 EB On-ramp/Hodge Street

Groups Printed- Pedestrians and BicyclesHodge StreetEastbound

I-376 EB On-rampWestbound




06:30 AM 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 606:45 AM 0 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2

Total 0 0 0 6 6 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 8

07:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 407:15 AM 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 507:30 AM 0 0 0 9 9 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1107:45 AM 0 0 0 7 7 0 0 0 0 0 0 1 2 0 3 0 3 0 0 3 13

Total 0 0 0 22 22 0 0 0 0 0 0 1 2 0 3 0 8 0 0 8 33

08:00 AM 0 0 0 5 5 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 908:15 AM 0 0 0 14 14 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 1708:30 AM 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 508:45 AM 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5

Total 0 0 0 28 28 0 0 0 0 0 0 2 0 0 2 0 6 0 0 6 36

09:00 AM 0 0 0 9 9 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1109:15 AM 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4

Grand Total 0 0 0 69 69 0 0 0 0 0 0 4 2 0 6 0 17 0 0 17 92Apprch % 0 0 0 100 0 0 0 0 0 66.7 33.3 0 0 100 0 0

Total % 0 0 0 75 75 0 0 0 0 0 0 4.3 2.2 0 6.5 0 18.5 0 0 18.5

Hodge StreetEastbound







PHF .000 .000 .000 .625 .625 .000 .000 .000 .000 .000 .000 .750 .250 .000 .417 .000 .833 .000 .000 .833 .735

File Name : Bates and I-376 On-ramp and Hodge_AMSite Code : 17240004Start Date : 10/31/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesHodge StreetEastbound




Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total

06:30 AM 0 0 2 0 2 0 0 0 0 0 0 120 69 0 189 44 149 0 0 193 38406:45 AM 0 0 0 0 0 0 0 0 0 0 0 112 72 0 184 39 140 1 0 180 364

Total 0 0 2 0 2 0 0 0 0 0 0 232 141 0 373 83 289 1 0 373 748

07:00 AM 2 0 1 0 3 0 0 0 0 0 0 96 68 0 164 71 151 0 0 222 38907:15 AM 0 0 0 0 0 0 0 0 0 0 0 92 82 0 174 57 161 0 0 218 39207:30 AM 0 0 0 0 0 0 0 0 0 0 0 93 80 0 173 69 140 0 0 209 38207:45 AM 1 0 1 0 2 0 0 0 0 0 0 84 74 0 158 52 155 0 0 207 367

Total 3 0 2 0 5 0 0 0 0 0 0 365 304 0 669 249 607 0 0 856 1530

08:00 AM 1 0 0 0 1 0 0 0 0 0 0 90 84 0 174 49 163 0 0 212 38708:15 AM 0 0 0 0 0 0 0 0 0 0 0 78 77 0 155 43 164 1 0 208 36308:30 AM 0 0 0 0 0 0 0 0 0 0 0 82 77 0 159 46 156 1 0 203 36208:45 AM 0 0 0 0 0 0 0 0 0 0 1 81 73 1 156 31 140 0 0 171 327

Total 1 0 0 0 1 0 0 0 0 0 1 331 311 1 644 169 623 2 0 794 1439

09:00 AM 1 0 0 0 1 0 0 0 0 0 0 100 67 0 167 44 153 1 0 198 36609:15 AM 1 0 0 0 1 0 0 0 0 0 0 76 57 0 133 54 154 0 0 208 342

Grand Total 6 0 4 0 10 0 0 0 0 0 1 1104 880 1 1986 599 1826 4 0 2429 4425Apprch % 60 0 40 0 0 0 0 0 0.1 55.6 44.3 0.1 24.7 75.2 0.2 0

Total % 0.1 0 0.1 0 0.2 0 0 0 0 0 0 24.9 19.9 0 44.9 13.5 41.3 0.1 0 54.9Typical Vehicles 1019 1708

% Typical Vehicles 100 0 100 0 100 0 0 0 0 0 100 92.3 85.5 0 89.2 94 93.5 100 0 93.7 91.7Heavy Duty Vehicles

% Heavy Duty Vehicles 0 0 0 0 0 0 0 0 0 0 0 7.7 14.5 100 10.8 6 6.5 0 0 6.3 8.3







07:00 AM 2 0 1 0 3 0 0 0 0 0 0 96 68 0 164 71 151 0 0 222 38907:15 AM 0 0 0 0 0 0 0 0 0 0 0 92 82 0 174 57 161 0 0 218 39207:30 AM 0 0 0 0 0 0 0 0 0 0 0 93 80 0 173 69 140 0 0 209 38207:45 AM 1 0 1 0 2 0 0 0 0 0 0 84 74 0 158 52 155 0 0 207 367Total Volume 3 0 2 0 5 0 0 0 0 0 0 365 304 0 669 249 607 0 0 856 1530% App. Total 60 0 40 0 0 0 0 0 0 54.6 45.4 0 29.1 70.9 0 0


% Typical Vehicles 100 0 100 0 100 0 0 0 0 0 0 91.2 86.5 0 89.1 97.2 95.6 0 0 96.0 93.0Heavy Duty Vehicles

% Heavy Duty Vehicles 0 0 0 0 0 0 0 0 0 0 0 8.8 13.5 0 10.9 2.8 4.4 0 0 4.0 7.0

xwei

Highlight

File Name : Bates and I-376 On-ramp and Hodge_PMSite Code : 17240004Start Date : 11/8/2017Page No : 1


Groups Printed- Pedestrians and BicyclesHodge StreetEastbound





04:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 104:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 PM 0 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 804:45 PM 0 0 0 4 4 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 5

Total 0 0 0 12 12 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 14

05:00 PM 0 0 0 12 12 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1305:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Total 0 0 0 12 12 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 14

06:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 206:15 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 106:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 106:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 1 0 0 1 4


Total % 0 0 0 81.2 81.2 0 0 0 3.1 3.1 0 3.1 0 0 3.1 0 12.5 0 0 12.5








PHF .000 .000 .000 .479 .479 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .500 .000 .000 .500 .500

File Name : Bates and I-376 On-ramp and Hodge_PMSite Code : 17240004Start Date : 11/8/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesHodge StreetEastbound





04:00 PM 0 1 3 0 4 0 0 0 0 0 0 56 89 0 145 53 126 2 0 181 33004:15 PM 0 0 1 0 1 0 0 0 0 0 1 57 96 0 154 62 142 1 0 205 36004:30 PM 1 0 0 0 1 0 0 0 0 0 0 91 117 0 208 50 136 1 0 187 39604:45 PM 0 0 0 0 0 0 0 0 0 0 1 89 108 0 198 46 148 0 0 194 392

Total 1 1 4 0 6 0 0 0 0 0 2 293 410 0 705 211 552 4 0 767 1478

05:00 PM 0 1 0 0 1 0 0 0 0 0 0 98 104 0 202 58 148 1 0 207 41005:15 PM 1 0 0 0 1 0 0 0 0 0 1 106 115 0 222 30 133 0 0 163 38605:30 PM 2 0 0 0 2 0 0 0 0 0 0 91 76 0 167 52 141 0 0 193 36205:45 PM 1 1 1 0 3 0 0 0 0 0 0 93 83 0 176 47 126 0 0 173 352

Total 4 2 1 0 7 0 0 0 0 0 1 388 378 0 767 187 548 1 0 736 1510

06:00 PM 1 0 1 0 2 0 0 0 0 0 0 99 60 0 159 64 162 1 0 227 38806:15 PM 1 0 1 0 2 0 0 0 0 0 1 107 64 0 172 50 146 0 0 196 37006:30 PM 1 1 0 0 2 0 0 0 0 0 0 101 58 0 159 62 145 1 0 208 36906:45 PM 0 0 0 0 0 0 0 0 0 0 2 85 89 0 176 76 133 1 0 210 386

Total 3 1 2 0 6 0 0 0 0 0 3 392 271 0 666 252 586 3 0 841 1513

Grand Total 8 4 7 0 19 0 0 0 0 0 6 1073 1059 0 2138 650 1686 8 0 2344 4501Apprch % 42.1 21.1 36.8 0 0 0 0 0 0.3 50.2 49.5 0 27.7 71.9 0.3 0

Total % 0.2 0.1 0.2 0 0.4 0 0 0 0 0 0.1 23.8 23.5 0 47.5 14.4 37.5 0.2 0 52.1Typical Vehicles 1027 1041 1656

% Typical Vehicles 100 100 100 0 100 0 0 0 0 0 100 95.7 98.3 0 97 98.5 98.2 100 0 98.3 97.7Heavy Duty Vehicles

% Heavy Duty Vehicles 0 0 0 0 0 0 0 0 0 0 0 4.3 1.7 0 3 1.5 1.8 0 0 1.7 2.3







04:30 PM 1 0 0 0 1 0 0 0 0 0 0 91 117 0 208 50 136 1 0 187 39604:45 PM 0 0 0 0 0 0 0 0 0 0 1 89 108 0 198 46 148 0 0 194 39205:00 PM 0 1 0 0 1 0 0 0 0 0 0 98 104 0 202 58 148 1 0 207 41005:15 PM 1 0 0 0 1 0 0 0 0 0 1 106 115 0 222 30 133 0 0 163 386Total Volume 2 1 0 0 3 0 0 0 0 0 2 384 444 0 830 184 565 2 0 751 1584% App. Total 66.7 33.3 0 0 0 0 0 0 0.2 46.3 53.5 0 24.5 75.2 0.3 0


% Typical Vehicles 100 100 0 0 100 0 0 0 0 0 100 96.6 98.6 0 97.7 96.7 98.8 100 0 98.3 98.0Heavy Duty Vehicles

% Heavy Duty Vehicles 0 0 0 0 0 0 0 0 0 0 0 3.4 1.4 0 2.3 3.3 1.2 0 0 1.7 2.0

xwei

Highlight

File Name : E. Carson & Hot Metal_AMSite Code : 17240018Start Date : 11/8/2017Page No : 1

E. Carson Street and Hot Metal Street

Groups Printed- Pedestrians and BicyclesE. Carson Street

EastboundE. Carson Street

Westbound NorthboundHot Metal Street


06:30 AM 0 1 0 10 11 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1206:45 AM 0 0 0 19 19 0 0 0 4 4 0 1 0 0 1 0 0 0 2 2 26

Total 0 1 0 29 30 0 0 0 4 4 0 1 0 0 1 0 0 0 3 3 38

07:00 AM 0 0 0 12 12 0 0 0 2 2 0 0 0 0 0 0 0 0 1 1 1507:15 AM 0 0 0 15 15 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 1707:30 AM 0 0 0 23 23 0 0 0 4 4 0 0 0 0 0 0 0 0 6 6 3307:45 AM 0 0 0 22 22 0 0 0 2 2 0 0 0 0 0 0 0 0 6 6 30

Total 0 0 0 72 72 0 1 0 9 10 0 0 0 0 0 0 0 0 13 13 95

08:00 AM 0 0 0 13 13 0 0 0 7 7 0 0 0 0 0 0 0 0 4 4 2408:15 AM 0 0 0 7 7 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 908:30 AM 0 0 0 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1108:45 AM 0 0 0 6 6 0 1 0 2 3 0 0 0 0 0 0 0 0 5 5 14

Total 0 0 0 36 36 0 1 0 10 11 0 0 0 0 0 0 0 0 11 11 58

09:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 309:15 AM 0 0 0 5 5 0 0 0 5 5 0 0 0 0 0 0 0 0 1 1 11

Grand Total 0 1 0 143 144 0 2 0 28 30 0 1 0 0 1 0 0 0 30 30 205Apprch % 0 0.7 0 99.3 0 6.7 0 93.3 0 100 0 0 0 0 0 100

Total % 0 0.5 0 69.8 70.2 0 1 0 13.7 14.6 0 0.5 0 0 0.5 0 0 0 14.6 14.6

E. Carson StreetEastbound

E. Carson StreetWestbound Northbound

Hot Metal StreetSouthbound



07:15 AM 0 0 0 15 15 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 1707:30 AM 0 0 0 23 23 0 0 0 4 4 0 0 0 0 0 0 0 0 6 6 3307:45 AM 0 0 0 22 22 0 0 0 2 2 0 0 0 0 0 0 0 0 6 6 3008:00 AM 0 0 0 13 13 0 0 0 7 7 0 0 0 0 0 0 0 0 4 4 24Total Volume 0 0 0 73 73 0 1 0 14 15 0 0 0 0 0 0 0 0 16 16 104% App. Total 0 0 0 100 0 6.7 0 93.3 0 0 0 0 0 0 0 100

PHF .000 .000 .000 .793 .793 .000 .250 .000 .500 .536 .000 .000 .000 .000 .000 .000 .000 .000 .667 .667 .788

File Name : E. Carson & Hot Metal_AMSite Code : 17240018Start Date : 11/8/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesE. Carson Street



Southbound



Rt. on


Rt. on


Rt. on


06:30 AM 18 61 0 0 79 0 180 94 0 274 0 0 0 0 0 41 1 16 0 58 41106:45 AM 26 55 0 0 81 0 198 69 0 267 0 0 0 0 0 43 0 17 0 60 408

Total 44 116 0 0 160 0 378 163 0 541 0 0 0 0 0 84 1 33 0 118 819

07:00 AM 21 63 0 0 84 0 193 70 0 263 0 0 0 0 0 47 0 24 0 71 41807:15 AM 42 67 0 0 109 0 161 64 0 225 0 0 0 0 0 42 0 15 0 57 39107:30 AM 27 82 0 0 109 0 158 57 0 215 0 0 0 0 0 46 0 24 0 70 39407:45 AM 17 66 0 0 83 0 148 43 0 191 0 0 0 0 0 36 0 21 0 57 331

Total 107 278 0 0 385 0 660 234 0 894 0 0 0 0 0 171 0 84 0 255 1534

08:00 AM 28 69 0 0 97 0 161 58 0 219 0 0 0 0 0 27 0 18 0 45 36108:15 AM 24 63 0 0 87 0 171 40 0 211 0 0 0 0 0 25 0 22 0 47 34508:30 AM 32 64 0 0 96 0 167 71 0 238 0 0 0 0 0 36 0 25 0 61 39508:45 AM 16 63 0 0 79 0 151 62 0 213 0 0 0 0 0 32 0 22 0 54 346

Total 100 259 0 0 359 0 650 231 0 881 0 0 0 0 0 120 0 87 0 207 1447

09:00 AM 27 58 0 0 85 0 123 59 0 182 0 0 0 0 0 33 0 30 0 63 33009:15 AM 34 66 0 0 100 0 133 51 0 184 0 0 0 0 0 43 0 35 0 78 362

Grand Total 312 777 0 0 1089 0 1944 738 0 2682 0 0 0 0 0 451 1 269 0 721 4492Apprch % 28.7 71.3 0 0 0 72.5 27.5 0 0 0 0 0 62.6 0.1 37.3 0

Total % 6.9 17.3 0 0 24.2 0 43.3 16.4 0 59.7 0 0 0 0 0 10 0 6 0 16.1Typical Vehicles 1784








Rt. on


Rt. on


Rt. on



06:30 AM 18 61 0 0 79 0 180 94 0 274 0 0 0 0 0 41 1 16 0 58 41106:45 AM 26 55 0 0 81 0 198 69 0 267 0 0 0 0 0 43 0 17 0 60 40807:00 AM 21 63 0 0 84 0 193 70 0 263 0 0 0 0 0 47 0 24 0 71 41807:15 AM 42 67 0 0 109 0 161 64 0 225 0 0 0 0 0 42 0 15 0 57 391Total Volume 107 246 0 0 353 0 732 297 0 1029 0 0 0 0 0 173 1 72 0 246 1628% App. Total 30.3 69.7 0 0 0 71.1 28.9 0 0 0 0 0 70.3 0.4 29.3 0




File Name : E. Carson & Hot Metal_PMSite Code : 17240018Start Date : 11/8/2017Page No : 1


Groups Printed- Pedestrians and BicyclesE. Carson Street




04:00 PM 0 0 0 22 22 0 0 0 1 1 0 1 0 0 1 0 0 0 4 4 2804:15 PM 0 0 0 16 16 0 0 0 2 2 0 0 0 0 0 0 0 0 3 3 2104:30 PM 0 0 0 27 27 0 1 0 0 1 0 0 0 0 0 0 0 0 4 4 3204:45 PM 0 0 0 6 6 0 0 0 1 1 0 1 0 0 1 0 0 0 4 4 12

Total 0 0 0 71 71 0 1 0 4 5 0 2 0 0 2 0 0 0 15 15 93

05:00 PM 0 0 0 18 18 0 0 0 2 2 0 0 0 0 0 0 0 0 4 4 2405:15 PM 0 0 0 11 11 0 0 0 0 0 0 0 0 0 0 0 0 1 3 4 1505:30 PM 0 0 0 7 7 0 1 0 6 7 0 0 0 0 0 1 1 0 4 6 2005:45 PM 0 0 0 6 6 0 0 0 1 1 0 1 0 0 1 0 0 0 6 6 14

Total 0 0 0 42 42 0 1 0 9 10 0 1 0 0 1 1 1 1 17 20 73

06:00 PM 0 0 0 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 1206:15 PM 0 0 0 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1006:30 PM 0 0 0 7 7 0 0 0 2 2 0 0 0 0 0 0 0 0 3 3 1206:45 PM 0 0 0 2 2 0 0 0 3 3 0 0 0 0 0 0 0 0 1 1 6

Total 0 0 0 25 25 0 0 0 5 5 0 0 0 0 0 0 0 0 10 10 40

Grand Total 0 0 0 138 138 0 2 0 18 20 0 3 0 0 3 1 1 1 42 45 206Apprch % 0 0 0 100 0 10 0 90 0 100 0 0 2.2 2.2 2.2 93.3

Total % 0 0 0 67 67 0 1 0 8.7 9.7 0 1.5 0 0 1.5 0.5 0.5 0.5 20.4 21.8







PHF .000 .000 .000 .657 .657 .000 .250 .000 .500 .625 .000 .500 .000 .000 .500 .000 .000 .000 .938 .938 .727

File Name : E. Carson & Hot Metal_PMSite Code : 17240018Start Date : 11/8/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesE. Carson Street



Southbound



Rt. on


Rt. on


Rt. on


04:00 PM 33 122 0 0 155 0 95 34 0 129 0 0 0 0 0 54 0 39 0 93 37704:15 PM 26 126 0 0 152 0 76 37 0 113 0 0 0 0 0 47 0 43 0 90 35504:30 PM 35 116 0 0 151 0 84 25 0 109 0 0 0 0 0 64 0 50 0 114 37404:45 PM 41 131 0 0 172 0 90 16 0 106 0 0 0 0 0 45 0 42 0 87 365

Total 135 495 0 0 630 0 345 112 0 457 0 0 0 0 0 210 0 174 0 384 1471

05:00 PM 47 120 0 0 167 0 81 33 0 114 0 0 0 0 0 55 0 44 0 99 38005:15 PM 46 115 0 0 161 0 107 48 0 155 0 0 0 0 0 54 0 40 0 94 41005:30 PM 50 104 0 0 154 0 101 38 0 139 0 0 0 0 0 52 0 38 0 90 38305:45 PM 49 120 0 0 169 0 97 27 0 124 0 0 0 0 0 62 0 48 0 110 403

Total 192 459 0 0 651 0 386 146 0 532 0 0 0 0 0 223 0 170 0 393 1576

06:00 PM 44 113 0 0 157 0 84 34 0 118 0 0 0 0 0 59 0 59 0 118 39306:15 PM 41 119 0 0 160 0 87 44 0 131 0 0 0 0 0 45 0 50 0 95 38606:30 PM 46 100 0 0 146 0 76 41 0 117 0 0 0 0 0 67 0 35 0 102 36506:45 PM 42 93 0 0 135 0 78 26 0 104 0 0 0 0 0 46 0 48 0 94 333

Total 173 425 0 0 598 0 325 145 0 470 0 0 0 0 0 217 0 192 0 409 1477


Total % 11.1 30.5 0 0 41.5 0 23.3 8.9 0 32.3 0 0 0 0 0 14.4 0 11.8 0 26.2Typical Vehicles 1356








Rt. on


Rt. on


Rt. on



05:15 PM 46 115 0 0 161 0 107 48 0 155 0 0 0 0 0 54 0 40 0 94 41005:30 PM 50 104 0 0 154 0 101 38 0 139 0 0 0 0 0 52 0 38 0 90 38305:45 PM 49 120 0 0 169 0 97 27 0 124 0 0 0 0 0 62 0 48 0 110 40306:00 PM 44 113 0 0 157 0 84 34 0 118 0 0 0 0 0 59 0 59 0 118 393Total Volume 189 452 0 0 641 0 389 147 0 536 0 0 0 0 0 227 0 185 0 412 1589% App. Total 29.5 70.5 0 0 0 72.6 27.4 0 0 0 0 0 55.1 0 44.9 0




Whitman, Requardt, and Associates, LLP2009 MacKenzie Way

Suite 240Cranberry Twp, Pennsylvania, United States 16066

724-779-7940 [email protected] Focused - Project Driven

Count Name: Greenfield Ave and FrazierSt/Swinburne StSite Code:Start Date: 11/14/2018Page No: 1

Turning Movement Data

Start Time

Greenfield Ave Greenfield Ave Frazier St/Swinburne St Sylvan Ave

Westbound Eastbound Southbound Northbound

Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total

7:00 AM 0 45 4 0 49 93 51 0 0 144 4 0 37 1 41 1 0 0 0 1 235

7:15 AM 0 67 3 0 70 113 42 1 0 156 3 0 35 0 38 0 0 0 0 0 264

7:30 AM 0 72 6 0 78 116 55 0 0 171 4 0 39 1 43 0 0 0 0 0 292

7:45 AM 0 64 11 0 75 110 69 0 0 179 5 0 31 1 36 0 0 1 1 1 291

Hourly Total 0 248 24 0 272 432 217 1 0 650 16 0 142 3 158 1 0 1 1 2 1082

8:00 AM 0 70 10 0 80 95 55 0 0 150 6 0 30 0 36 0 0 0 0 0 266

8:15 AM 0 59 5 0 64 75 43 0 0 118 3 1 26 1 30 0 0 0 0 0 212

8:30 AM 0 55 6 1 61 77 29 0 0 106 2 0 44 3 46 0 0 0 1 0 213

8:45 AM 0 60 7 0 67 69 42 0 0 111 2 1 35 0 38 1 0 1 0 2 218

Hourly Total 0 244 28 1 272 316 169 0 0 485 13 2 135 4 150 1 0 1 1 2 909

9:00 AM 0 1 1 0 2 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2

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

Hourly Total 0 1 1 0 2 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2

3:00 PM 0 34 7 1 41 24 104 0 0 128 10 1 75 1 86 0 0 0 1 0 255

3:15 PM 1 39 6 0 46 23 134 1 0 158 9 1 66 0 76 0 0 1 0 1 281

3:30 PM 1 40 4 0 45 22 140 0 0 162 16 0 73 1 89 1 0 0 0 1 297

3:45 PM 0 50 5 0 55 32 173 0 0 205 17 1 94 0 112 0 0 0 0 0 372

Hourly Total 2 163 22 1 187 101 551 1 0 653 52 3 308 2 363 1 0 1 1 2 1205

4:00 PM 1 47 11 0 59 27 170 1 0 198 19 3 77 2 99 0 0 1 0 1 357

4:15 PM 0 49 6 0 55 29 183 0 0 212 16 1 60 1 77 0 0 0 0 0 344

4:30 PM 2 29 7 0 38 39 164 1 0 204 24 6 73 4 103 0 1 0 0 1 346

4:45 PM 1 35 4 0 40 33 182 2 0 217 21 7 77 3 105 0 0 0 0 0 362

Hourly Total 4 160 28 0 192 128 699 4 0 831 80 17 287 10 384 0 1 1 0 2 1409

5:00 PM 0 46 4 0 50 40 183 3 0 226 24 4 43 5 71 0 0 0 0 0 347

5:15 PM 0 44 13 0 57 37 182 4 0 223 7 1 68 3 76 0 0 1 0 1 357

5:30 PM 1 35 4 0 40 47 157 1 0 205 17 0 46 3 63 0 0 0 0 0 308

5:45 PM 0 42 2 0 44 48 173 1 0 222 18 0 48 3 66 0 0 0 0 0 332

Hourly Total 1 167 23 0 191 172 695 9 0 876 66 5 205 14 276 0 0 1 0 1 1344

6:00 PM 0 43 8 0 51 34 118 0 0 152 5 0 40 3 45 0 0 0 0 0 248

6:15 PM 0 49 11 0 60 24 102 0 1 126 7 0 36 1 43 0 0 0 0 0 229

6:30 PM 0 40 6 0 46 40 78 0 0 118 12 0 31 0 43 1 0 0 0 1 208

6:45 PM 0 38 2 0 40 20 42 0 0 62 11 0 21 0 32 0 0 0 0 0 134

Hourly Total 0 170 27 0 197 118 340 0 1 458 35 0 128 4 163 1 0 0 0 1 819

7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 7 1153 153 2 1313 1267 2671 15 1 3953 262 27 1205 38 1494 4 1 5 3 10 6770

Approach % 0.5 87.8 11.7 - - 32.1 67.6 0.4 - - 17.5 1.8 80.7 - - 40.0 10.0 50.0 - - -

Total % 0.1 17.0 2.3 - 19.4 18.7 39.5 0.2 - 58.4 3.9 0.4 17.8 - 22.1 0.1 0.0 0.1 - 0.1 -

xwei

Highlight

Lights 7 1085 147 - 1239 1229 2586 14 - 3829 258 27 1151 - 1436 4 1 5 - 10 6514

% Lights 100.0 94.1 96.1 - 94.4 97.0 96.8 93.3 - 96.9 98.5 100.0 95.5 - 96.1 100.0 100.0 100.0 - 100.0 96.2

Bicycles on Road 0 24 2 - 26 0 5 1 - 6 0 0 2 - 2 0 0 0 - 0 34

% Bicycles on Road 0.0 2.1 1.3 - 2.0 0.0 0.2 6.7 - 0.2 0.0 0.0 0.2 - 0.1 0.0 0.0 0.0 - 0.0 0.5

All Pedestrians - - - 2 - - - - 1 - - - - 38 - - - - 3 - -

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

Trucks 0 44 4 - 48 38 80 0 - 118 4 0 52 - 56 0 0 0 - 0 222

% Trucks 0.0 3.8 2.6 - 3.7 3.0 3.0 0.0 - 3.0 1.5 0.0 4.3 - 3.7 0.0 0.0 0.0 - 0.0 3.3





11/14/2018 7:00 AMEnding At11/14/2018 7:15 PM

LightsBicycles on RoadAll PedestriansTrucks

Frazier St/Swinburne St

Out In Total

1377 1436 2813

2 2 4

0 0 0

42 56 98

1421 1494 2915

1151 27 258 0

2 0 0 0

0 0 0 38

52 0 4 0

1205 27 262 38R T L P

293884 0 5

2849

Out

131348 0 26

1239

In

4251132 0 31

4088

Total

Greenfield A

ve [E]

R 153 4 0 2 147

T1153

44 0 241085

L 7 0 0 0 7

P 2 0 2 0 0

48 10 58

1 0 1

0 0 0

0 0 0

49 10 59Out In Total

Sylvan Ave [S]

L T R P

4 1 5 0

0 0 0 0

0 0 0 3

0 0 0 0

4 1 5 3

Gre

enfie

ld A

ve [W

]

Tota

l

6069 32 0 214

6315

In

3829 6 0 118

3953

Out

2240 26 0 96 2362

1229 0 0 38 1267 L

2586 5 0 80 2671 T

14 1 0 0 15 R

0 0 1 0 1 P

Turning Movement Data Plot





Turning Movement Peak Hour Data (7:15 AM)

Start Time




7:15 AM 0 67 3 0 70 113 42 1 0 156 3 0 35 0 38 0 0 0 0 0 264

7:30 AM 0 72 6 0 78 116 55 0 0 171 4 0 39 1 43 0 0 0 0 0 292

7:45 AM 0 64 11 0 75 110 69 0 0 179 5 0 31 1 36 0 0 1 1 1 291

8:00 AM 0 70 10 0 80 95 55 0 0 150 6 0 30 0 36 0 0 0 0 0 266

Total 0 273 30 0 303 434 221 1 0 656 18 0 135 2 153 0 0 1 1 1 1113

Approach % 0.0 90.1 9.9 - - 66.2 33.7 0.2 - - 11.8 0.0 88.2 - - 0.0 0.0 100.0 - - -

Total % 0.0 24.5 2.7 - 27.2 39.0 19.9 0.1 - 58.9 1.6 0.0 12.1 - 13.7 0.0 0.0 0.1 - 0.1 -

PHF 0.000 0.948 0.682 - 0.947 0.935 0.801 0.250 - 0.916 0.750 0.000 0.865 - 0.890 0.000 0.000 0.250 - 0.250 0.953

Lights 0 249 27 - 276 422 199 1 - 622 15 0 130 - 145 0 0 1 - 1 1044

% Lights - 91.2 90.0 - 91.1 97.2 90.0 100.0 - 94.8 83.3 - 96.3 - 94.8 - - 100.0 - 100.0 93.8

Bicycles on Road 0 16 1 - 17 0 0 0 - 0 0 0 0 - 0 0 0 0 - 0 17

% Bicycles on Road - 5.9 3.3 - 5.6 0.0 0.0 0.0 - 0.0 0.0 - 0.0 - 0.0 - - 0.0 - 0.0 1.5

All Pedestrians - - - 0 - - - - 0 - - - - 2 - - - - 1 - -

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

Trucks 0 8 2 - 10 12 22 0 - 34 3 0 5 - 8 0 0 0 - 0 52

% Trucks - 2.9 6.7 - 3.3 2.8 10.0 0.0 - 5.2 16.7 - 3.7 - 5.2 - - 0.0 - 0.0 4.7





Peak Hour Data

11/14/2018 7:15 AMEnding At11/14/2018 8:15 AM



Out In Total

449 145 594

1 0 1

0 0 0

14 8 22

464 153 617

130 0 15 0

0 0 0 0

0 0 0 2

5 0 3 0

135 0 18 2R T L P

24025 0 0 215

Out

30310 0 17

276

In

54335 0 17

491

Total

Greenfield A

ve [E]

R 30 2 0 1 27

T 273 8 0 16249

L 0 0 0 0 0

P 0 0 0 0 0

1 1 2

0 0 0

0 0 0

0 0 0

1 1 2Out In Total

Sylvan Ave [S]

L T R P

0 0 1 0

0 0 0 0

0 0 0 1

0 0 0 0

0 0 1 1

Gre

enfie

ld A

ve [W

]

Tota

l

1001 16 0 47 1064

In 622 0 0 34 656

Out

379

16 0 13 408

422 0 0 12 434 L

199 0 0 22 221 T

1 0 0 0 1 R

0 0 0 0 0 P

Turning Movement Peak Hour Data Plot (7:15 AM)





Turning Movement Peak Hour Data (3:45 PM)

Start Time




3:45 PM 0 50 5 0 55 32 173 0 0 205 17 1 94 0 112 0 0 0 0 0 372

4:00 PM 1 47 11 0 59 27 170 1 0 198 19 3 77 2 99 0 0 1 0 1 357

4:15 PM 0 49 6 0 55 29 183 0 0 212 16 1 60 1 77 0 0 0 0 0 344

4:30 PM 2 29 7 0 38 39 164 1 0 204 24 6 73 4 103 0 1 0 0 1 346

Total 3 175 29 0 207 127 690 2 0 819 76 11 304 7 391 0 1 1 0 2 1419

Approach % 1.4 84.5 14.0 - - 15.5 84.2 0.2 - - 19.4 2.8 77.7 - - 0.0 50.0 50.0 - - -

Total % 0.2 12.3 2.0 - 14.6 8.9 48.6 0.1 - 57.7 5.4 0.8 21.4 - 27.6 0.0 0.1 0.1 - 0.1 -

PHF 0.375 0.875 0.659 - 0.877 0.814 0.943 0.500 - 0.966 0.792 0.458 0.809 - 0.873 0.000 0.250 0.250 - 0.500 0.954

Lights 3 169 28 - 200 121 680 2 - 803 75 11 290 - 376 0 1 1 - 2 1381

% Lights 100.0 96.6 96.6 - 96.6 95.3 98.6 100.0 - 98.0 98.7 100.0 95.4 - 96.2 - 100.0 100.0 - 100.0 97.3

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

% Bicycles on Road 0.0 0.6 3.4 - 1.0 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 - 0.0 0.1

All Pedestrians - - - 0 - - - - 0 - - - - 7 - - - - 0 - -

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

Trucks 0 5 0 - 5 6 10 0 - 16 1 0 14 - 15 0 0 0 - 0 36

% Trucks 0.0 2.9 0.0 - 2.4 4.7 1.4 0.0 - 2.0 1.3 0.0 4.6 - 3.8 - 0.0 0.0 - 0.0 2.5





Peak Hour Data

11/14/2018 3:45 PMEnding At11/14/2018 4:45 PM



Out In Total

150 376 526

1 0 1

0 0 0

6 15 21

157 391 548

290 11 75 0

0 0 0 0

0 0 0 7

14 0 1 0

304 11 76 7R T L P

76711 0 0 756

Out

207 5 0 2 200

In

97416 0 2 956

Total

Greenfield A

ve [E]

R 29 0 0 1 28

T 175 5 0 1 169

L 3 0 0 0 3

P 0 0 0 0 0

16 2 18

0 0 0

0 0 0

0 0 0

16 2 18Out In Total

Sylvan Ave [S]

L T R P

0 1 1 0

0 0 0 0

0 0 0 0

0 0 0 0

0 1 1 0

Gre

enfie

ld A

ve [W

]

Tota

l

1262 1 0 35 1298

In 803 0 0 16 819

Out

459 1 0 19 479

121 0 0 6 127 L

680 0 0 10 690 T

2 0 0 0 2 R

0 0 0 0 0 P

Turning Movement Peak Hour Data Plot (3:45 PM)

File Name : I-376 WB Off-ramp at Bates to Glenwood_AMSite Code : 17240002Start Date : 11/8/2017Page No : 1

Bates Street and I-376 WB Off-rampto Glenwood

Groups Printed- Pedestrians and BicyclesI-376 WB Off-ramp to

GlenwoodEastbound




06:30 AM 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 406:45 AM 0 0 0 2 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3

Total 0 0 0 5 5 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 7

07:00 AM 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 607:15 AM 0 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 807:30 AM 0 0 0 8 8 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1007:45 AM 0 0 0 4 4 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 8

Total 0 0 0 22 22 0 0 0 0 0 0 1 0 0 1 0 9 0 0 9 32

08:00 AM 0 0 0 5 5 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 908:15 AM 0 0 0 16 16 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 1908:30 AM 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 408:45 AM 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 6

Total 0 0 0 30 30 0 0 0 0 0 0 2 0 0 2 0 6 0 0 6 38

09:00 AM 0 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 909:15 AM 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5


Total % 0 0 0 75.8 75.8 0 0 0 0 0 0 4.4 0 0 4.4 0 19.8 0 0 19.8

I-376 WB Off-ramp toGlenwoodEastbound






PHF .000 .000 .000 .516 .516 .000 .000 .000 .000 .000 .000 .750 .000 .000 .750 .000 .833 .000 .000 .833 .605

File Name : I-376 WB Off-ramp at Bates to Glenwood_AMSite Code : 17240002Start Date : 11/8/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesI-376 WB Off-ramp to

GlenwoodEastbound




06:30 AM 0 0 64 0 64 0 0 0 0 0 0 230 0 0 230 0 144 0 0 144 43806:45 AM 0 0 57 0 57 0 0 0 0 0 0 218 0 0 218 0 135 0 0 135 410

Total 0 0 121 0 121 0 0 0 0 0 0 448 0 0 448 0 279 0 0 279 848

07:00 AM 0 0 69 0 69 0 0 0 0 0 0 190 0 0 190 0 149 0 0 149 40807:15 AM 0 0 66 0 66 0 0 0 0 0 0 226 0 0 226 0 128 0 0 128 42007:30 AM 0 0 77 0 77 0 0 0 0 0 0 182 0 0 182 0 143 0 0 143 40207:45 AM 0 0 79 0 79 0 0 0 0 0 0 192 0 0 192 0 130 0 0 130 401

Total 0 0 291 0 291 0 0 0 0 0 0 790 0 0 790 0 550 0 0 550 1631

08:00 AM 0 0 67 0 67 0 0 0 0 0 0 151 0 0 151 0 138 0 0 138 35608:15 AM 0 0 82 0 82 0 0 0 0 0 0 177 0 0 177 0 104 0 0 104 36308:30 AM 0 0 72 0 72 0 0 0 0 0 0 160 0 0 160 0 97 0 0 97 32908:45 AM 0 0 72 0 72 0 0 0 0 0 0 190 0 0 190 0 105 0 0 105 367

Total 0 0 293 0 293 0 0 0 0 0 0 678 0 0 678 0 444 0 0 444 1415

09:00 AM 0 0 73 0 73 0 0 0 0 0 0 192 0 0 192 0 90 0 0 90 35509:15 AM 0 0 58 0 58 0 0 0 0 0 0 209 0 0 209 0 124 0 0 124 391


Total % 0 0 18 0 18 0 0 0 0 0 0 49.9 0 0 49.9 0 32 0 0 32Typical Vehicles 2196 1415

% Typical Vehicles 0 0 90.6 0 90.6 0 0 0 0 0 0 94.8 0 0 94.8 0 95.2 0 0 95.2 94.1Heavy Duty Vehicles

% Heavy Duty Vehicles 0 0 9.4 0 9.4 0 0 0 0 0 0 5.2 0 0 5.2 0 4.8 0 0 4.8 5.9










File Name : I-376 WB Off-ramp at Bates to Glenwood_PMSite Code : 17240002Start Date : 11/8/2017Page No : 1


Groups Printed- Pedestrians and BicyclesI-376 WB Off-ramp to

GlenwoodEastbound




04:00 PM 0 0 0 22 22 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 2504:15 PM 0 0 0 10 10 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 1204:30 PM 0 0 0 10 10 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1104:45 PM 0 0 0 13 13 0 0 0 0 0 0 3 0 1 4 0 1 0 0 1 18

Total 0 0 0 55 55 0 0 0 0 0 0 5 0 1 6 0 5 0 0 5 66

05:00 PM 0 0 0 14 14 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 1905:15 PM 0 0 0 9 9 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1005:30 PM 0 0 0 8 8 0 0 0 0 0 0 1 0 1 2 0 0 0 0 0 1005:45 PM 0 0 0 6 6 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 8

Total 0 0 0 37 37 0 0 0 0 0 0 6 0 1 7 0 3 0 0 3 47

06:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 306:15 PM 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 506:30 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 506:45 PM 0 0 0 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6

Total 0 0 0 14 14 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 19

Grand Total 0 0 0 106 106 0 0 0 0 0 0 11 0 2 13 0 13 0 0 13 132Apprch % 0 0 0 100 0 0 0 0 0 84.6 0 15.4 0 100 0 0

Total % 0 0 0 80.3 80.3 0 0 0 0 0 0 8.3 0 1.5 9.8 0 9.8 0 0 9.8






04:00 PM 0 0 0 22 22 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 2504:15 PM 0 0 0 10 10 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 1204:30 PM 0 0 0 10 10 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1104:45 PM 0 0 0 13 13 0 0 0 0 0 0 3 0 1 4 0 1 0 0 1 18Total Volume 0 0 0 55 55 0 0 0 0 0 0 5 0 1 6 0 5 0 0 5 66% App. Total 0 0 0 100 0 0 0 0 0 83.3 0 16.7 0 100 0 0

PHF .000 .000 .000 .625 .625 .000 .000 .000 .000 .000 .000 .417 .000 .250 .375 .000 .625 .000 .000 .625 .660

File Name : I-376 WB Off-ramp at Bates to Glenwood_PMSite Code : 17240002Start Date : 11/8/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesI-376 WB Off-ramp to

GlenwoodEastbound




04:00 PM 0 0 58 0 58 0 0 0 0 0 0 144 0 0 144 0 133 0 0 133 33504:15 PM 0 0 65 0 65 0 0 0 0 0 0 133 0 0 133 0 145 0 0 145 34304:30 PM 0 0 60 0 60 0 0 0 0 0 0 160 0 0 160 0 129 0 0 129 34904:45 PM 0 0 60 0 60 0 0 0 0 0 0 182 0 0 182 0 132 0 0 132 374

Total 0 0 243 0 243 0 0 0 0 0 0 619 0 0 619 0 539 0 0 539 1401

05:00 PM 0 0 74 0 74 0 0 0 0 0 0 170 0 0 170 0 134 0 0 134 37805:15 PM 0 0 56 0 56 0 0 0 0 0 0 196 0 0 196 0 102 0 0 102 35405:30 PM 0 0 67 0 67 0 0 0 0 0 0 192 0 0 192 0 117 0 0 117 37605:45 PM 0 0 62 0 62 0 0 0 0 0 0 188 0 0 188 0 109 0 0 109 359

Total 0 0 259 0 259 0 0 0 0 0 0 746 0 0 746 0 462 0 0 462 1467

06:00 PM 0 0 67 0 67 0 0 0 0 0 0 198 0 0 198 0 150 0 0 150 41506:15 PM 0 0 59 0 59 0 0 0 0 0 0 183 0 0 183 0 140 0 0 140 38206:30 PM 0 0 58 0 58 0 0 0 0 0 0 198 0 0 198 0 144 0 0 144 40006:45 PM 0 0 57 0 57 0 0 0 0 0 0 163 0 0 163 0 149 0 0 149 369

Total 0 0 241 0 241 0 0 0 0 0 0 742 0 0 742 0 583 0 0 583 1566


Total % 0 0 16.8 0 16.8 0 0 0 0 0 0 47.5 0 0 47.5 0 35.7 0 0 35.7Typical Vehicles 2049 1551










% Typical Vehicles 0 0 100 0 100 0 0 0 0 0 0 97.2 0 0 97.2 0 98.1 0 0 98.1 98.0Heavy Duty Vehicles

% Heavy Duty Vehicles 0 0 0 0 0 0 0 0 0 0 0 2.8 0 0 2.8 0 1.9 0 0 1.9 2.0

File Name : I-376 WB Off-ramp at Bates to Oakland_AMSite Code : 17240003Start Date : 11/1/2017Page No : 1

I-376 WB Off-ramp at Bates St to Oakland( I-376 WB to Bates St. NB )

Groups Printed- Pedestrians and BicyclesI-376 WB Off-ramp at Bates St.

WestboundStart Time Left Thru Right Peds App. Total Int. Total06:30 AM 0 0 0 0 0 006:45 AM 0 0 0 0 0 0

Total 0 0 0 0 0 0

07:00 AM 0 0 0 0 0 007:15 AM 0 0 0 0 0 007:30 AM 0 0 0 0 0 007:45 AM 0 0 0 0 0 0

Total 0 0 0 0 0 0

08:00 AM 0 0 0 0 0 008:15 AM 0 0 0 0 0 008:30 AM 0 0 0 0 0 008:45 AM 0 0 0 0 0 0

Total 0 0 0 0 0 0

09:00 AM 0 0 0 0 0 009:15 AM 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0Apprch % 0 0 0 0

Total %

I-376 WB Off-ramp at Bates St.Westbound

Start Time Left Thru Right Peds App. Total Int. TotalPeak Hour Analysis From 06:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 06:30 AM

06:30 AM 0 0 0 0 0 006:45 AM 0 0 0 0 0 007:00 AM 0 0 0 0 0 007:15 AM 0 0 0 0 0 0

Total Volume 0 0 0 0 0 0% App. Total 0 0 0 0

PHF .000 .000 .000 .000 .000 .000

File Name : I-376 WB Off-ramp at Bates to Oakland_AMSite Code : 17240003Start Date : 11/1/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesI-376 WB Off-ramp at Bates St.

WestboundStart Time Left Thru Right App. Total Int. Total06:30 AM 0 0 107 0 107 10706:45 AM 0 0 104 0 104 104

Total 0 0 211 0 211 211

07:00 AM 0 0 102 0 102 10207:15 AM 0 0 105 0 105 10507:30 AM 0 0 88 0 88 8807:45 AM 0 0 91 0 91 91

Total 0 0 386 0 386 386

08:00 AM 0 0 77 0 77 7708:15 AM 0 0 84 0 84 8408:30 AM 0 0 107 0 107 10708:45 AM 0 0 93 0 93 93

Total 0 0 361 0 361 361

09:00 AM 0 0 112 0 112 11209:15 AM 0 0 115 0 115 115


Total % 0 0 100 0 100Typical Vehicles 0 0 1159 0 1159 1159

% Typical Vehicles 0 0 97.8 0 97.8 97.8Heavy Duty Vehicles 0 0 26 0 26 26

% Heavy Duty Vehicles 0 0 2.2 0 2.2 2.2


Start Time Left Thru Right App. Total Int. TotalPeak Hour Analysis From 06:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:30 AM

08:30 AM 0 0 107 0 107 10708:45 AM 0 0 93 0 93 9309:00 AM 0 0 112 0 112 11209:15 AM 0 0 115 0 115 115


PHF .000 .000 .928 .000 .928 .928Typical Vehicles 0 0 412 0 412 412



File Name : I-376 WB Off-ramp at Bates to Oakland_PMSite Code : 17240003Start Date : 11/8/2017Page No : 1


Groups Printed- Pedestrians and BicyclesI-376 WB Off-ramp at Bates St.

WestboundStart Time Left Thru Right Peds App. Total Int. Total04:00 PM 0 0 0 0 0 004:15 PM 0 0 0 0 0 004:30 PM 0 0 0 0 0 004:45 PM 0 0 0 0 0 0

Total 0 0 0 0 0 0

05:00 PM 0 0 0 0 0 005:15 PM 0 0 0 0 0 005:30 PM 0 0 0 0 0 005:45 PM 0 0 0 0 0 0

Total 0 0 0 0 0 0

06:00 PM 0 0 0 0 0 006:15 PM 0 0 0 0 0 006:30 PM 0 0 0 0 0 006:45 PM 0 0 0 0 0 0

Total 0 0 0 0 0 0


Total %


Start Time Left Thru Right Peds App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM

04:00 PM 0 0 0 0 0 004:15 PM 0 0 0 0 0 004:30 PM 0 0 0 0 0 004:45 PM 0 0 0 0 0 0


PHF .000 .000 .000 .000 .000 .000

File Name : I-376 WB Off-ramp at Bates to Oakland_PMSite Code : 17240003Start Date : 11/8/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesI-376 WB Off-ramp at Bates St.

WestboundStart Time Left Thru Right App. Total Int. Total04:00 PM 0 0 83 0 83 8304:15 PM 0 0 81 0 81 8104:30 PM 0 0 73 0 73 7304:45 PM 0 0 95 0 95 95

Total 0 0 332 0 332 332

05:00 PM 0 0 77 0 77 7705:15 PM 0 0 96 0 96 9605:30 PM 0 0 97 0 97 9705:45 PM 0 0 97 0 97 97

Total 0 0 367 0 367 367

06:00 PM 0 0 93 0 93 9306:15 PM 0 0 82 0 82 8206:30 PM 0 0 106 0 106 10606:45 PM 0 0 70 0 70 70

Total 0 0 351 0 351 351


Total % 0 0 100 0 100Typical Vehicles 0 0 1033 0 1033 1033




Start Time Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 06:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:15 PM

05:15 PM 0 0 96 0 96 9605:30 PM 0 0 97 0 97 9705:45 PM 0 0 97 0 97 9706:00 PM 0 0 93 0 93 93


PHF .000 .000 .987 .000 .987 .987Typical Vehicles 0 0 378 0 378 378



File Name : Irvine & Greenfield_AMSite Code : 17240009Start Date : 11/1/2017Page No : 1

Greenfield Avenue & Irvine St./Saline St

Groups Printed- Pedestrians and BicyclesSaline StreetEastbound

Irvine StreetWestbound

Greenfield AvenueNorthbound

Greenfield AvenueSouthbound


06:30 AM 0 0 0 1 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 206:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 0 1 1 2 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3

07:00 AM 0 0 2 2 4 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 607:15 AM 0 0 1 1 2 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 407:30 AM 0 0 4 3 7 0 0 0 0 0 1 0 0 0 1 0 7 1 0 8 1607:45 AM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 5

Total 0 0 8 7 15 0 0 0 0 0 4 0 0 0 4 0 11 1 0 12 31

08:00 AM 0 0 2 2 4 0 0 0 0 0 1 0 0 0 1 0 2 1 0 3 808:15 AM 0 0 2 1 3 0 0 0 0 0 2 0 2 0 4 1 3 1 0 5 1208:30 AM 0 0 3 1 4 0 0 0 0 0 2 0 0 0 2 0 5 0 0 5 1108:45 AM 0 1 1 1 3 0 0 0 0 0 2 0 0 0 2 0 3 2 0 5 10

Total 0 1 8 5 14 0 0 0 0 0 7 0 2 0 9 1 13 4 0 18 41

09:00 AM 0 0 1 1 2 0 0 0 1 1 0 0 0 0 0 0 2 0 0 2 509:15 AM 0 0 6 1 7 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 8

Grand Total 0 1 24 15 40 2 0 0 1 3 11 0 2 0 13 1 26 5 0 32 88Apprch % 0 2.5 60 37.5 66.7 0 0 33.3 84.6 0 15.4 0 3.1 81.2 15.6 0

Total % 0 1.1 27.3 17 45.5 2.3 0 0 1.1 3.4 12.5 0 2.3 0 14.8 1.1 29.5 5.7 0 36.4

Saline StreetEastbound






07:30 AM 0 0 4 3 7 0 0 0 0 0 1 0 0 0 1 0 7 1 0 8 1607:45 AM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 508:00 AM 0 0 2 2 4 0 0 0 0 0 1 0 0 0 1 0 2 1 0 3 808:15 AM 0 0 2 1 3 0 0 0 0 0 2 0 2 0 4 1 3 1 0 5 12Total Volume 0 0 9 7 16 0 0 0 0 0 4 0 2 0 6 1 15 3 0 19 41% App. Total 0 0 56.2 43.8 0 0 0 0 66.7 0 33.3 0 5.3 78.9 15.8 0

PHF .000 .000 .563 .583 .571 .000 .000 .000 .000 .000 .500 .000 .250 .000 .375 .250 .536 .750 .000 .594 .641

File Name : Irvine & Greenfield_AMSite Code : 17240009Start Date : 11/1/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesSaline StreetEastbound






Rt. on


Rt. on


Rt. on


06:30 AM 2 0 1 0 3 151 2 69 0 222 1 8 34 0 43 21 50 2 0 73 34106:45 AM 4 1 6 0 11 123 2 101 0 226 1 20 41 0 62 25 38 3 0 66 365

Total 6 1 7 0 14 274 4 170 0 448 2 28 75 0 105 46 88 5 0 139 706

07:00 AM 5 1 8 0 14 178 0 97 0 275 2 12 27 0 41 24 34 2 0 60 39007:15 AM 2 2 3 0 7 169 1 114 0 284 1 12 29 0 42 27 52 5 0 84 41707:30 AM 3 2 2 0 7 172 0 126 0 298 0 21 30 0 51 30 42 4 0 76 43207:45 AM 11 2 1 0 14 160 4 140 0 304 1 20 22 0 43 28 52 6 0 86 447

Total 21 7 14 0 42 679 5 477 0 1161 4 65 108 0 177 109 180 17 0 306 1686

08:00 AM 9 0 0 0 9 148 3 84 0 235 1 19 36 0 56 29 67 8 0 104 40408:15 AM 8 1 2 0 11 110 2 92 0 204 0 20 35 0 55 21 54 5 0 80 35008:30 AM 8 2 4 0 14 97 1 69 0 167 3 18 27 0 48 15 39 8 0 62 29108:45 AM 9 3 1 0 13 90 3 85 0 178 1 12 22 0 35 17 62 9 0 88 314

Total 34 6 7 0 47 445 9 330 0 784 5 69 120 0 194 82 222 30 0 334 1359

09:00 AM 8 2 5 0 15 76 0 58 0 134 3 17 35 1 56 25 52 2 0 79 28409:15 AM 5 0 1 0 6 61 0 46 0 107 0 22 30 0 52 17 31 8 0 56 221

Grand Total 74 16 34 0 124 1535 18 1081 0 2634 14 201 368 1 584 279 573 62 0 914 4256Apprch % 59.7 12.9 27.4 0 58.3 0.7 41 0 2.4 34.4 63 0.2 30.5 62.7 6.8 0


% Typical Vehicles 90.5 93.8 94.1 0 91.9 94 88.9 96.8 0 95.1 78.6 81.1 76.6 0 78.1 95.7 94.1 96.8 0 94.7 92.6Heavy Duty Vehicles

% Heavy Duty Vehicles 9.5 6.2 5.9 0 8.1 6 11.1 3.2 0 4.9 21.4 18.9 23.4 100 21.9 4.3 5.9 3.2 0 5.3 7.4







Rt. on


Rt. on


Rt. on



07:15 AM 2 2 3 0 7 169 1 114 0 284 1 12 29 0 42 27 52 5 0 84 41707:30 AM 3 2 2 0 7 172 0 126 0 298 0 21 30 0 51 30 42 4 0 76 43207:45 AM 11 2 1 0 14 160 4 140 0 304 1 20 22 0 43 28 52 6 0 86 44708:00 AM 9 0 0 0 9 148 3 84 0 235 1 19 36 0 56 29 67 8 0 104 404Total Volume 25 6 6 0 37 649 8 464 0 1121 3 72 117 0 192 114 213 23 0 350 1700% App. Total 67.6 16.2 16.2 0 57.9 0.7 41.4 0 1.6 37.5 60.9 0 32.6 60.9 6.6 0


% Typical Vehicles 96.0 100 100 0 97.3 96.0 75.0 96.8 0 96.2 100 81.9 73.5 0 77.1 95.6 96.2 100 0 96.3 94.1Heavy Duty Vehicles

% Heavy Duty Vehicles 4.0 0 0 0 2.7 4.0 25.0 3.2 0 3.8 0 18.1 26.5 0 22.9 4.4 3.8 0 0 3.7 5.9

xwei

Highlight

File Name : Irvine & Greenfield_PMSite Code : 17240009Start Date : 11/2/2017Page No : 1


Groups Printed- Pedestrians & BicyclesSaline StreetEastbound





04:00 PM 0 1 3 0 4 1 0 0 0 1 2 0 0 0 2 0 1 1 0 2 904:15 PM 0 0 0 1 1 0 0 0 0 0 5 3 1 0 9 0 2 0 1 3 1304:30 PM 1 0 0 5 6 0 0 0 0 0 2 3 0 0 5 0 1 0 0 1 1204:45 PM 0 0 1 0 1 0 0 0 0 0 3 3 0 0 6 0 2 0 0 2 9

Total 1 1 4 6 12 1 0 0 0 1 12 9 1 0 22 0 6 1 1 8 43

05:00 PM 0 0 2 0 2 0 0 0 0 0 5 2 0 0 7 0 0 0 0 0 905:15 PM 0 0 2 0 2 0 0 0 0 0 2 4 1 0 7 0 0 0 0 0 905:30 PM 0 0 3 2 5 0 0 0 0 0 6 4 0 0 10 0 4 0 1 5 2005:45 PM 2 1 2 1 6 0 0 0 0 0 8 1 0 0 9 0 0 0 0 0 15

Total 2 1 9 3 15 0 0 0 0 0 21 11 1 0 33 0 4 0 1 5 53

06:00 PM 0 0 4 2 6 0 1 0 0 1 1 4 1 0 6 0 1 0 0 1 1406:15 PM 0 0 4 2 6 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 806:30 PM 0 0 4 1 5 0 0 0 0 0 4 0 0 0 4 0 0 0 0 0 906:45 PM 0 0 1 2 3 0 0 0 0 0 1 2 0 0 3 0 0 1 0 1 7

Total 0 0 13 7 20 0 1 0 0 1 6 8 1 0 15 0 1 1 0 2 38

Grand Total 3 2 26 16 47 1 1 0 0 2 39 28 3 0 70 0 11 2 2 15 134Apprch % 6.4 4.3 55.3 34 50 50 0 0 55.7 40 4.3 0 0 73.3 13.3 13.3

Total % 2.2 1.5 19.4 11.9 35.1 0.7 0.7 0 0 1.5 29.1 20.9 2.2 0 52.2 0 8.2 1.5 1.5 11.2







05:15 PM 0 0 2 0 2 0 0 0 0 0 2 4 1 0 7 0 0 0 0 0 905:30 PM 0 0 3 2 5 0 0 0 0 0 6 4 0 0 10 0 4 0 1 5 2005:45 PM 2 1 2 1 6 0 0 0 0 0 8 1 0 0 9 0 0 0 0 0 1506:00 PM 0 0 4 2 6 0 1 0 0 1 1 4 1 0 6 0 1 0 0 1 14Total Volume 2 1 11 5 19 0 1 0 0 1 17 13 2 0 32 0 5 0 1 6 58% App. Total 10.5 5.3 57.9 26.3 0 100 0 0 53.1 40.6 6.2 0 0 83.3 0 16.7

PHF .250 .250 .688 .625 .792 .000 .250 .000 .000 .250 .531 .813 .500 .000 .800 .000 .313 .000 .250 .300 .725

File Name : Irvine & Greenfield_PMSite Code : 17240009Start Date : 11/2/2017Page No : 1


Groups Printed- Typical Vehicles - Heavy Duty VehiclesSaline StreetEastbound






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04:00 PM 10 4 4 0 18 34 2 33 0 69 4 163 97 0 264 58 48 9 0 115 46604:15 PM 6 6 2 0 14 57 7 32 0 96 6 146 75 0 227 48 48 17 0 113 45004:30 PM 5 1 5 0 11 41 2 29 0 72 9 167 138 0 314 40 44 14 0 98 49504:45 PM 8 1 4 0 13 60 5 29 0 94 4 174 103 0 281 55 36 11 0 102 490

Total 29 12 15 0 56 192 16 123 0 331 23 650 413 0 1086 201 176 51 0 428 1901

05:00 PM 5 2 2 0 9 40 2 27 0 69 3 183 125 0 311 50 33 14 0 97 48605:15 PM 7 3 4 0 14 47 3 36 0 86 4 166 125 0 295 43 29 11 0 83 47805:30 PM 11 5 5 0 21 37 4 37 0 78 5 163 115 0 283 35 24 6 0 65 44705:45 PM 14 2 0 0 16 37 1 24 0 62 4 116 109 0 229 37 21 13 0 71 378

Total 37 12 11 0 60 161 10 124 0 295 16 628 474 0 1118 165 107 44 0 316 1789

06:00 PM 5 5 1 0 11 43 4 37 0 84 5 108 97 0 210 43 22 10 0 75 38006:15 PM 9 2 5 0 16 58 2 32 0 92 5 80 93 0 178 37 24 5 0 66 35206:30 PM 5 4 4 0 13 30 2 25 0 57 3 45 92 0 140 37 15 9 0 61 27106:45 PM 6 4 3 0 13 42 2 25 0 69 3 45 68 0 116 28 24 17 0 69 267

Total 25 15 13 0 53 173 10 119 0 302 16 278 350 0 644 145 85 41 0 271 1270

Grand Total 91 39 39 0 169 526 36 366 0 928 55 1556 1237 0 2848 511 368 136 0 1015 4960Apprch % 53.8 23.1 23.1 0 56.7 3.9 39.4 0 1.9 54.6 43.4 0 50.3 36.3 13.4 0


% Typical Vehicles 96.7 94.9 97.4 0 96.4 91.6 100 98.4 0 94.6 100 96.7 97.2 0 96.9 99.4 92.1 97.8 0 96.6 96.4Heavy Duty Vehicles

% Heavy Duty Vehicles 3.3 5.1 2.6 0 3.6 8.4 0 1.6 0 5.4 0 3.3 2.8 0 3.1 0.6 7.9 2.2 0 3.4 3.6







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04:30 PM 5 1 5 0 11 41 2 29 0 72 9 167 138 0 314 40 44 14 0 98 49504:45 PM 8 1 4 0 13 60 5 29 0 94 4 174 103 0 281 55 36 11 0 102 49005:00 PM 5 2 2 0 9 40 2 27 0 69 3 183 125 0 311 50 33 14 0 97 48605:15 PM 7 3 4 0 14 47 3 36 0 86 4 166 125 0 295 43 29 11 0 83 478Total Volume 25 7 15 0 47 188 12 121 0 321 20 690 491 0 1201 188 142 50 0 380 1949% App. Total 53.2 14.9 31.9 0 58.6 3.7 37.7 0 1.7 57.5 40.9 0 49.5 37.4 13.2 0


% Typical Vehicles 92.0 85.7 100 0 93.6 89.4 100 97.5 0 92.8 100 97.0 95.7 0 96.5 100 90.1 96.0 0 95.8 95.7Heavy Duty Vehicles

% Heavy Duty Vehicles 8.0 14.3 0 0 6.4 10.6 0 2.5 0 7.2 0 3.0 4.3 0 3.5 0 9.9 4.0 0 4.2 4.3

xwei

Highlight

File Name : Irvine & Mobile_AMSite Code : 17240010Start Date : 11/1/2017Page No : 1

Irvine Street and Mobile Street


Irvine StreetWestbound Northbound

Mobile StreetSouthbound


06:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 106:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1

07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 207:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 107:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 3

08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1

09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 009:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1


Total % 0 16.7 0 0 16.7 0 33.3 0 0 33.3 0 0 0 0 0 0 0 0 50 50







PHF .000 .250 .000 .000 .250 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .375

File Name : Irvine & Mobile_AMSite Code : 17240010Start Date : 11/1/2017Page No : 1







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06:30 AM 0 53 0 0 53 0 238 0 0 238 0 0 0 0 0 0 0 1 0 1 29206:45 AM 0 58 0 0 58 0 241 0 0 241 0 0 0 0 0 0 0 0 0 0 299

Total 0 111 0 0 111 0 479 0 0 479 0 0 0 0 0 0 0 1 0 1 591

07:00 AM 0 65 0 0 65 0 268 0 0 268 0 0 0 0 0 1 0 0 0 1 33407:15 AM 0 55 0 0 55 0 290 0 0 290 0 0 0 0 0 0 0 4 0 4 34907:30 AM 1 59 0 0 60 0 298 0 0 298 0 0 0 0 0 0 0 3 0 3 36107:45 AM 0 54 0 0 54 0 300 0 0 300 0 0 0 0 0 0 0 3 0 3 357

Total 1 233 0 0 234 0 1156 0 0 1156 0 0 0 0 0 1 0 10 0 11 1401

08:00 AM 1 67 0 0 68 0 227 0 0 227 0 0 0 0 0 0 0 2 0 2 29708:15 AM 0 56 0 0 56 0 189 0 0 189 0 0 0 0 0 0 0 0 0 0 24508:30 AM 0 45 0 0 45 0 171 0 0 171 0 0 0 0 0 0 0 2 0 2 21808:45 AM 1 46 0 0 47 0 173 0 0 173 0 0 0 0 0 0 0 0 0 0 220

Total 2 214 0 0 216 0 760 0 0 760 0 0 0 0 0 0 0 4 0 4 980

09:00 AM 0 51 0 0 51 0 127 0 0 127 0 0 0 0 0 0 0 0 0 0 17809:15 AM 0 50 0 0 50 0 105 0 0 105 0 0 0 0 0 0 0 0 0 0 155

Grand Total 3 659 0 0 662 0 2627 0 0 2627 0 0 0 0 0 1 0 15 0 16 3305Apprch % 0.5 99.5 0 0 0 100 0 0 0 0 0 0 6.2 0 93.8 0

Total % 0.1 19.9 0 0 20 0 79.5 0 0 79.5 0 0 0 0 0 0 0 0.5 0 0.5Typical Vehicles 2515

% Typical Vehicles 33.3 85.1 0 0 84.9 0 95.7 0 0 95.7 0 0 0 0 0 100 0 86.7 0 87.5 93.5Heavy Duty Vehicles

% Heavy Duty Vehicles 66.7 14.9 0 0 15.1 0 4.3 0 0 4.3 0 0 0 0 0 0 0 13.3 0 12.5 6.5






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07:00 AM 0 65 0 0 65 0 268 0 0 268 0 0 0 0 0 1 0 0 0 1 33407:15 AM 0 55 0 0 55 0 290 0 0 290 0 0 0 0 0 0 0 4 0 4 34907:30 AM 1 59 0 0 60 0 298 0 0 298 0 0 0 0 0 0 0 3 0 3 36107:45 AM 0 54 0 0 54 0 300 0 0 300 0 0 0 0 0 0 0 3 0 3 357Total Volume 1 233 0 0 234 0 1156 0 0 1156 0 0 0 0 0 1 0 10 0 11 1401% App. Total 0.4 99.6 0 0 0 100 0 0 0 0 0 0 9.1 0 90.9 0


% Typical Vehicles 0 90.1 0 0 89.7 0 96.6 0 0 96.6 0 0 0 0 0 100 0 90.0 0 90.9 95.4Heavy Duty Vehicles

% Heavy Duty Vehicles 100 9.9 0 0 10.3 0 3.4 0 0 3.4 0 0 0 0 0 0 0 10.0 0 9.1 4.6

File Name : Irvine & Mobile_PMSite Code : 17240010Start Date : 11/2/2017Page No : 1






04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 104:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 105:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 106:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 006:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1


Total % 0 0 0 66.7 66.7 0 0 0 0 0 0 0 0 0 0 0 0 0 33.3 33.3







PHF .000 .000 .000 .500 .500 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500

File Name : Irvine & Mobile_PMSite Code : 17240010Start Date : 11/2/2017Page No : 1







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04:00 PM 8 144 0 0 152 0 69 1 0 70 0 0 0 0 0 0 0 0 0 0 22204:15 PM 6 128 0 0 134 0 81 0 0 81 0 0 0 0 0 0 0 1 0 1 21604:30 PM 3 170 0 0 173 0 72 0 0 72 0 0 0 0 0 0 0 0 0 0 24504:45 PM 4 160 0 0 164 0 85 0 0 85 0 0 0 0 0 0 0 0 0 0 249

Total 21 602 0 0 623 0 307 1 0 308 0 0 0 0 0 0 0 1 0 1 932

05:00 PM 5 180 0 0 185 0 69 0 0 69 0 0 0 0 0 0 0 0 0 0 25405:15 PM 3 161 0 0 164 0 76 0 0 76 0 0 0 0 0 0 0 0 0 0 24005:30 PM 3 184 0 0 187 0 80 0 0 80 0 0 0 0 0 0 0 0 0 0 26705:45 PM 6 173 0 0 179 0 66 0 0 66 0 0 0 0 0 0 0 0 0 0 245

Total 17 698 0 0 715 0 291 0 0 291 0 0 0 0 0 0 0 0 0 0 1006

06:00 PM 0 129 0 0 129 0 80 0 0 80 0 0 0 0 0 0 0 0 0 0 20906:15 PM 0 154 0 0 154 0 86 0 0 86 0 0 0 0 0 0 0 0 0 0 24006:30 PM 1 135 0 0 136 0 60 0 0 60 0 0 0 0 0 0 0 0 0 0 19606:45 PM 0 99 0 0 99 0 67 1 0 68 0 0 0 0 0 0 0 1 0 1 168

Total 1 517 0 0 518 0 293 1 0 294 0 0 0 0 0 0 0 1 0 1 813

Grand Total 39 1817 0 0 1856 0 891 2 0 893 0 0 0 0 0 0 0 2 0 2 2751Apprch % 2.1 97.9 0 0 0 99.8 0.2 0 0 0 0 0 0 0 100 0

Total % 1.4 66 0 0 67.5 0 32.4 0.1 0 32.5 0 0 0 0 0 0 0 0.1 0 0.1Typical Vehicles 1775

% Typical Vehicles 100 97.7 0 0 97.7 0 94.5 100 0 94.5 0 0 0 0 0 0 0 100 0 100 96.7Heavy Duty Vehicles

% Heavy Duty Vehicles 0 2.3 0 0 2.3 0 5.5 0 0 5.5 0 0 0 0 0 0 0 0 0 0 3.3






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04:45 PM 4 160 0 0 164 0 85 0 0 85 0 0 0 0 0 0 0 0 0 0 24905:00 PM 5 180 0 0 185 0 69 0 0 69 0 0 0 0 0 0 0 0 0 0 25405:15 PM 3 161 0 0 164 0 76 0 0 76 0 0 0 0 0 0 0 0 0 0 24005:30 PM 3 184 0 0 187 0 80 0 0 80 0 0 0 0 0 0 0 0 0 0 267Total Volume 15 685 0 0 700 0 310 0 0 310 0 0 0 0 0 0 0 0 0 0 1010% App. Total 2.1 97.9 0 0 0 100 0 0 0 0 0 0 0 0 0 0


% Typical Vehicles 100 97.5 0 0 97.6 0 95.8 0 0 95.8 0 0 0 0 0 0 0 0 0 0 97.0Heavy Duty Vehicles

% Heavy Duty Vehicles 0 2.5 0 0 2.4 0 4.2 0 0 4.2 0 0 0 0 0 0 0 0 0 0 3.0




Count Name: SR 885 and Brady StSite Code:Start Date: 11/14/2018Page No: 1


Start Time

2nd Ave 2nd Ave Private Drwy Brady St



7:00 AM 2 159 3 0 164 15 134 0 0 149 57 1 3 0 61 0 0 0 0 0 374

7:15 AM 0 153 5 0 158 6 122 0 0 128 55 2 4 0 61 0 0 0 0 0 347

7:30 AM 2 188 7 0 197 5 102 0 0 107 47 0 4 0 51 1 0 1 0 2 357

7:45 AM 5 162 4 0 171 14 107 0 0 121 61 1 6 0 68 0 1 0 0 1 361

Hourly Total 9 662 19 0 690 40 465 0 0 505 220 4 17 0 241 1 1 1 0 3 1439

8:00 AM 0 167 4 0 171 12 120 0 0 132 42 0 3 0 45 2 0 4 0 6 354

8:15 AM 1 151 6 0 158 11 105 0 0 116 54 0 6 0 60 2 0 0 0 2 336

8:30 AM 3 111 4 0 118 15 104 0 0 119 57 0 3 0 60 1 0 1 0 2 299

8:45 AM 3 124 4 0 131 15 112 0 0 127 51 0 9 0 60 0 0 5 0 5 323

Hourly Total 7 553 18 0 578 53 441 0 0 494 204 0 21 0 225 5 0 10 0 15 1312

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

3:00 PM 0 108 7 0 115 16 178 0 0 194 108 0 5 0 113 0 0 1 0 1 423

3:15 PM 0 118 16 0 134 13 184 0 0 197 84 0 6 0 90 2 0 2 0 4 425

3:30 PM 0 138 12 0 150 22 186 2 0 210 122 0 4 0 126 0 0 4 0 4 490

3:45 PM 0 149 4 0 153 16 216 0 1 232 98 0 3 1 101 2 0 0 0 2 488

Hourly Total 0 513 39 0 552 67 764 2 1 833 412 0 18 1 430 4 0 7 0 11 1826

4:00 PM 0 113 17 0 130 16 224 0 0 240 118 0 2 0 120 1 0 0 0 1 491

4:15 PM 0 145 8 0 153 26 220 0 1 246 122 1 1 0 124 0 0 0 0 0 523

4:30 PM 0 115 5 0 120 17 238 0 0 255 130 0 2 0 132 1 0 0 0 1 508

4:45 PM 0 78 9 0 87 24 220 0 0 244 115 0 2 0 117 0 0 0 1 0 448

Hourly Total 0 451 39 0 490 83 902 0 1 985 485 1 7 0 493 2 0 0 1 2 1970

5:00 PM 0 99 12 0 111 19 233 0 0 252 126 0 2 0 128 0 0 1 0 1 492

5:15 PM 0 88 10 0 98 29 239 0 0 268 125 0 4 0 129 0 0 0 0 0 495

5:30 PM 0 86 16 0 102 20 256 0 0 276 82 0 6 0 88 0 0 0 0 0 466

5:45 PM 0 79 13 0 92 23 186 0 0 209 75 0 2 0 77 0 0 0 0 0 378

Hourly Total 0 352 51 0 403 91 914 0 0 1005 408 0 14 0 422 0 0 1 0 1 1831

6:00 PM 0 71 8 0 79 15 180 0 0 195 66 0 2 0 68 0 0 0 0 0 342

6:15 PM 0 73 6 0 79 13 167 0 0 180 63 0 9 0 72 0 0 0 0 0 331

6:30 PM 0 67 6 0 73 4 138 0 0 142 49 0 1 0 50 0 0 0 0 0 265

6:45 PM 0 49 4 0 53 20 111 0 0 131 38 0 3 0 41 0 0 0 0 0 225

Hourly Total 0 260 24 0 284 52 596 0 0 648 216 0 15 0 231 0 0 0 0 0 1163

7:00 PM 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 2

Grand Total 16 2791 190 0 2997 387 4083 2 2 4472 1945 5 92 1 2042 12 1 19 1 32 9543

Approach % 0.5 93.1 6.3 - - 8.7 91.3 0.0 - - 95.2 0.2 4.5 - - 37.5 3.1 59.4 - - -

Total % 0.2 29.2 2.0 - 31.4 4.1 42.8 0.0 - 46.9 20.4 0.1 1.0 - 21.4 0.1 0.0 0.2 - 0.3 -

Lights 2 2658 188 - 2848 383 3920 1 - 4304 1881 4 88 - 1973 7 0 4 - 11 9136

% Lights 12.5 95.2 98.9 - 95.0 99.0 96.0 50.0 - 96.2 96.7 80.0 95.7 - 96.6 58.3 0.0 21.1 - 34.4 95.7

xwei

Highlight

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

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

All Pedestrians - - - 0 - - - - 2 - - - - 1 - - - - 1 - -

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

Trucks 14 133 2 - 149 4 163 1 - 168 64 1 4 - 69 5 1 15 - 21 407

% Trucks 87.5 4.8 1.1 - 5.0 1.0 4.0 50.0 - 3.8 3.3 20.0 4.3 - 3.4 41.7 100.0 78.9 - 65.6 4.3





11/14/2018 7:00 AMEnding At11/14/2018 7:15 PM


Private Drwy [N]

Out In Total

571 1973 2544

0 0 0

0 0 0

7 69 76

578 2042 2620

88 4 1881 0

0 0 0 0

0 0 0 1

4 1 64 0

92 5 1945 1R T L P

6047242 0 0

5805

Out

2997149 0 0

2848

In

9044391 0 0

8653

Total

2nd Ave [E

]

R 190 2 0 0 188

T2791133 0 0

2658

L 16 14 0 0 2

P 0 0 0 0 0

7 11 18

0 0 0

0 0 0

16 21 37


Brady St [S]

L T R P

7 0 4 0

0 0 0 0

0 0 0 1

5 1 15 0

12 1 19 1

2nd

Ave

[W] To

tal

7057 0 0 310

7367

In

4304 0 0 168

4472

Out

2753 0 0 142

2895

383 0 0 4 387 L

3920 0 0 163

4083 T

1 0 0 1 2 R

0 0 2 0 2 P







Start Time




7:00 AM 2 159 3 0 164 15 134 0 0 149 57 1 3 0 61 0 0 0 0 0 374

7:15 AM 0 153 5 0 158 6 122 0 0 128 55 2 4 0 61 0 0 0 0 0 347

7:30 AM 2 188 7 0 197 5 102 0 0 107 47 0 4 0 51 1 0 1 0 2 357

7:45 AM 5 162 4 0 171 14 107 0 0 121 61 1 6 0 68 0 1 0 0 1 361

Total 9 662 19 0 690 40 465 0 0 505 220 4 17 0 241 1 1 1 0 3 1439

Approach % 1.3 95.9 2.8 - - 7.9 92.1 0.0 - - 91.3 1.7 7.1 - - 33.3 33.3 33.3 - - -

Total % 0.6 46.0 1.3 - 47.9 2.8 32.3 0.0 - 35.1 15.3 0.3 1.2 - 16.7 0.1 0.1 0.1 - 0.2 -

PHF 0.450 0.880 0.679 - 0.876 0.667 0.868 0.000 - 0.847 0.902 0.500 0.708 - 0.886 0.250 0.250 0.250 - 0.375 0.962

Lights 1 637 19 - 657 40 437 0 - 477 203 3 16 - 222 0 0 1 - 1 1357

% Lights 11.1 96.2 100.0 - 95.2 100.0 94.0 - - 94.5 92.3 75.0 94.1 - 92.1 0.0 0.0 100.0 - 33.3 94.3

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

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

All Pedestrians - - - 0 - - - - 0 - - - - 0 - - - - 0 - -

% All Pedestrians - - - - - - - - - - - - - - - - - - - - -

Trucks 8 25 0 - 33 0 28 0 - 28 17 1 1 - 19 1 1 0 - 2 82

% Trucks 88.9 3.8 0.0 - 4.8 0.0 6.0 - - 5.5 7.7 25.0 5.9 - 7.9 100.0 100.0 0.0 - 66.7 5.7





Peak Hour Data

11/14/2018 7:00 AMEnding At11/14/2018 8:00 AM


Private Drwy [N]

Out In Total

59 222 281

0 0 0

0 0 0

1 19 20

60 241 301

16 3 203 0

0 0 0 0

0 0 0 0

1 1 17 0

17 4 220 0R T L P

68645 0 0 641

Out

69033 0 0 657

In

137678 0 0

1298

Total

2nd Ave [E

]

R 19 0 0 0 19

T 66225 0 0 637

L 9 8 0 0 1

P 0 0 0 0 0

4 1 5

0 0 0

0 0 0

9 2 11

13 3 16Out In Total

Brady St [S]

L T R P

0 0 1 0

0 0 0 0

0 0 0 0

1 1 0 0

1 1 1 0

2nd

Ave

[W] To

tal

1130 0 0 55 1185

In 477 0 0 28 505

Out

653 0 0 27 680

40 0 0 0 40 L

437 0 0 28 465 T

0 0 0 0 0 R

0 0 0 0 0 P







Start Time




3:45 PM 0 149 4 0 153 16 216 0 1 232 98 0 3 1 101 2 0 0 0 2 488

4:00 PM 0 113 17 0 130 16 224 0 0 240 118 0 2 0 120 1 0 0 0 1 491

4:15 PM 0 145 8 0 153 26 220 0 1 246 122 1 1 0 124 0 0 0 0 0 523

4:30 PM 0 115 5 0 120 17 238 0 0 255 130 0 2 0 132 1 0 0 0 1 508

Total 0 522 34 0 556 75 898 0 2 973 468 1 8 1 477 4 0 0 0 4 2010

Approach % 0.0 93.9 6.1 - - 7.7 92.3 0.0 - - 98.1 0.2 1.7 - - 100.0 0.0 0.0 - - -

Total % 0.0 26.0 1.7 - 27.7 3.7 44.7 0.0 - 48.4 23.3 0.0 0.4 - 23.7 0.2 0.0 0.0 - 0.2 -

PHF 0.000 0.876 0.500 - 0.908 0.721 0.943 0.000 - 0.954 0.900 0.250 0.667 - 0.903 0.500 0.000 0.000 - 0.500 0.961

Lights 0 495 34 - 529 75 873 0 - 948 462 1 8 - 471 4 0 0 - 4 1952

% Lights - 94.8 100.0 - 95.1 100.0 97.2 - - 97.4 98.7 100.0 100.0 - 98.7 100.0 - - - 100.0 97.1

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

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

All Pedestrians - - - 0 - - - - 2 - - - - 1 - - - - 0 - -

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

Trucks 0 27 0 - 27 0 25 0 - 25 6 0 0 - 6 0 0 0 - 0 58

% Trucks - 5.2 0.0 - 4.9 0.0 2.8 - - 2.6 1.3 0.0 0.0 - 1.3 0.0 - - - 0.0 2.9





Peak Hour Data

11/14/2018 3:45 PMEnding At11/14/2018 4:45 PM


Private Drwy [N]

Out In Total

109 471 580

0 0 0

0 0 0

0 6 6

109 477 586

8 1 462 0

0 0 0 0

0 0 0 1

0 0 6 0

8 1 468 1R T L P

136631 0 0

1335

Out

55627 0 0 529

In

192258 0 0

1864

Total

2nd Ave [E

]

R 34 0 0 0 34

T 52227 0 0 495

L 0 0 0 0 0

P 0 0 0 0 0

1 4 5

0 0 0

0 0 0

0 0 0

1 4 5Out In Total

Brady St [S]

L T R P

4 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

4 0 0 0

2nd

Ave

[W] To

tal

1455 0 0 52 1507

In 948 0 0 25 973

Out

507 0 0 27 534

75 0 0 0 75 L

873 0 0 25 898 T

0 0 0 0 0 R

0 0 2 0 2 P





Count Name: SR 885 and Middle Access DrSite Code:Start Date: 11/14/2018Page No: 1


Start Time

2nd Ave 2nd Ave Middle Access Dr

Westbound Eastbound Northbound

Left Thru Peds App. Total Thru Right Peds App. Total Left Right Peds App. Total Int. Total

7:00 AM 5 168 0 173 158 5 0 163 0 0 0 0 336

7:15 AM 6 160 0 166 142 5 0 147 2 1 0 3 316

7:30 AM 4 215 0 219 128 2 0 130 2 0 3 2 351

7:45 AM 1 179 1 180 147 4 0 151 2 1 0 3 334

Hourly Total 16 722 1 738 575 16 0 591 6 2 3 8 1337

8:00 AM 4 184 1 188 124 10 0 134 1 0 2 1 323

8:15 AM 4 155 1 159 122 8 0 130 4 1 0 5 294

8:30 AM 4 137 0 141 129 6 0 135 0 0 0 0 276

8:45 AM 3 144 2 147 142 3 0 145 0 1 4 1 293

Hourly Total 15 620 4 635 517 27 0 544 5 2 6 7 1186

9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0

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

Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

3:00 PM 2 87 4 89 294 2 0 296 5 6 0 11 396

3:15 PM 3 106 0 109 276 1 0 277 8 2 0 10 396

3:30 PM 0 102 0 102 313 2 0 315 7 1 0 8 425

3:45 PM 1 127 0 128 308 3 0 311 4 2 0 6 445

Hourly Total 6 422 4 428 1191 8 0 1199 24 11 0 35 1662

4:00 PM 2 83 1 85 325 3 0 328 8 0 0 8 421

4:15 PM 1 119 3 120 348 4 0 352 6 2 0 8 480

4:30 PM 1 109 1 110 349 5 0 354 4 2 0 6 470

4:45 PM 2 77 1 79 325 5 0 330 5 0 1 5 414

Hourly Total 6 388 6 394 1347 17 0 1364 23 4 1 27 1785

5:00 PM 2 84 1 86 348 3 0 351 7 3 0 10 447

5:15 PM 1 89 2 90 341 7 0 348 4 2 0 6 444

5:30 PM 3 79 0 82 313 8 0 321 8 1 0 9 412

5:45 PM 3 78 0 81 270 1 0 271 2 4 0 6 358

Hourly Total 9 330 3 339 1272 19 0 1291 21 10 0 31 1661

6:00 PM 1 68 2 69 244 1 0 245 5 2 0 7 321

6:15 PM 1 78 0 79 228 0 0 228 5 1 0 6 313

6:30 PM 3 57 0 60 184 2 0 186 3 4 0 7 253

6:45 PM 1 47 0 48 157 1 0 158 1 2 0 3 209

Hourly Total 6 250 2 256 813 4 0 817 14 9 0 23 1096

7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 58 2732 20 2790 5715 91 0 5806 93 38 10 131 8727

Approach % 2.1 97.9 - - 98.4 1.6 - - 71.0 29.0 - - -

Total % 0.7 31.3 - 32.0 65.5 1.0 - 66.5 1.1 0.4 - 1.5 -

xwei

Highlight

Lights 50 2581 - 2631 5489 91 - 5580 93 38 - 131 8342

% Lights 86.2 94.5 - 94.3 96.0 100.0 - 96.1 100.0 100.0 - 100.0 95.6

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

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

All Pedestrians - - 20 - - - 0 - - - 10 - -

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

Trucks 8 151 - 159 226 0 - 226 0 0 - 0 385

% Trucks 13.8 5.5 - 5.7 4.0 0.0 - 3.9 0.0 0.0 - 0.0 4.4





11/14/2018 7:00 AMEnding At11/14/2018 7:15 PM


Fake Approach [N]

Out In Total

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

5753226 0 0

5527

Out

2790159 0 0

2631

In

8543385 0 0

8158

Total

2nd Ave [E

]

T2732151 0 0

2581

L 58 8 0 0 50

P 20 0 20 0 0

141 131 272

0 0 0

0 0 0

8 0 8


Middle Access Dr [S]

L R P

93 38 0

0 0 0

0 0 10

0 0 0

93 38 10

2nd

Ave

[W] To

tal

8254 0 0 377

8631

In

5580 0 0 226

5806

Out

2674 0 0 151

2825

5489 0 0 226

5715 T

91 0 0 0 91 R

0 0 0 0 0 P







Start Time




7:00 AM 5 168 0 173 158 5 0 163 0 0 0 0 336

7:15 AM 6 160 0 166 142 5 0 147 2 1 0 3 316

7:30 AM 4 215 0 219 128 2 0 130 2 0 3 2 351

7:45 AM 1 179 1 180 147 4 0 151 2 1 0 3 334

Total 16 722 1 738 575 16 0 591 6 2 3 8 1337

Approach % 2.2 97.8 - - 97.3 2.7 - - 75.0 25.0 - - -

Total % 1.2 54.0 - 55.2 43.0 1.2 - 44.2 0.4 0.1 - 0.6 -

PHF 0.667 0.840 - 0.842 0.910 0.800 - 0.906 0.750 0.500 - 0.667 0.952

Lights 15 691 - 706 529 16 - 545 6 2 - 8 1259

% Lights 93.8 95.7 - 95.7 92.0 100.0 - 92.2 100.0 100.0 - 100.0 94.2

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

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

All Pedestrians - - 1 - - - 0 - - - 3 - -

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

Trucks 1 31 - 32 46 0 - 46 0 0 - 0 78

% Trucks 6.3 4.3 - 4.3 8.0 0.0 - 7.8 0.0 0.0 - 0.0 5.8





Peak Hour Data

11/14/2018 7:00 AMEnding At11/14/2018 8:00 AM


Fake Approach [N]

Out In Total

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

57746 0 0 531

Out

73832 0 0 706

In

131578 0 0

1237

Total

2nd Ave [E

]

T 72231 0 0 691

L 16 1 0 0 15

P 1 0 1 0 0

31 8 39

0 0 0

0 0 0

1 0 1

32 8 40Out In Total


L R P

6 2 0

0 0 0

0 0 3

0 0 0

6 2 3

2nd

Ave

[W] To

tal

1242 0 0 77 1319

In 545 0 0 46 591

Out

697 0 0 31 728

529 0 0 46 575 T

16 0 0 0 16 R

0 0 0 0 0 P







Start Time




3:45 PM 1 127 0 128 308 3 0 311 4 2 0 6 445

4:00 PM 2 83 1 85 325 3 0 328 8 0 0 8 421

4:15 PM 1 119 3 120 348 4 0 352 6 2 0 8 480

4:30 PM 1 109 1 110 349 5 0 354 4 2 0 6 470

Total 5 438 5 443 1330 15 0 1345 22 6 0 28 1816

Approach % 1.1 98.9 - - 98.9 1.1 - - 78.6 21.4 - - -

Total % 0.3 24.1 - 24.4 73.2 0.8 - 74.1 1.2 0.3 - 1.5 -

PHF 0.625 0.862 - 0.865 0.953 0.750 - 0.950 0.688 0.750 - 0.875 0.946

Lights 4 410 - 414 1300 15 - 1315 22 6 - 28 1757

% Lights 80.0 93.6 - 93.5 97.7 100.0 - 97.8 100.0 100.0 - 100.0 96.8

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

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

All Pedestrians - - 5 - - - 0 - - - 0 - -

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

Trucks 1 28 - 29 30 0 - 30 0 0 - 0 59

% Trucks 20.0 6.4 - 6.5 2.3 0.0 - 2.2 0.0 0.0 - 0.0 3.2





Peak Hour Data

11/14/2018 3:45 PMEnding At11/14/2018 4:45 PM


Fake Approach [N]

Out In Total

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

133630 0 0

1306

Out

44329 0 0 414

In

177959 0 0

1720

Total

2nd Ave [E

]

T 43828 0 0 410

L 5 1 0 0 4

P 5 0 5 0 0

19 28 47

0 0 0

0 0 0

1 0 1



L R P

22 6 0

0 0 0

0 0 0

0 0 0

22 6 0

2nd

Ave

[W] To

tal

1747 0 0 58 1805

In

1315 0 0 30 1345

Out

432 0 0 28 460

1300 0 0 30 1330 T

15 0 0 0 15 R

0 0 0 0 0 P





Count Name: SR 885 and Technology DrSite Code:Start Date: 11/14/2018Page No: 1


Start Time

2nd Ave 2nd Ave Technology Dr


Left Thru Peds App. Total Left Thru Right Peds App. Total Left Right Peds App. Total Int. Total

7:00 AM 14 153 0 167 0 163 34 0 197 3 1 0 4 368

7:15 AM 19 153 0 172 0 146 27 1 173 2 1 0 3 348

7:30 AM 10 203 0 213 0 125 18 0 143 3 0 0 3 359

7:45 AM 7 169 0 176 0 151 29 0 180 1 2 0 3 359

Hourly Total 50 678 0 728 0 585 108 1 693 9 4 0 13 1434

8:00 AM 17 159 0 176 0 137 30 0 167 1 1 0 2 345

8:15 AM 15 153 0 168 0 126 22 0 148 0 1 0 1 317

8:30 AM 13 118 0 131 0 123 37 1 160 2 8 0 10 301

8:45 AM 16 126 0 142 0 145 30 0 175 1 4 0 5 322

Hourly Total 61 556 0 617 0 531 119 1 650 4 14 0 18 1285

9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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

Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0

3:00 PM 0 94 2 94 0 289 3 0 292 27 19 0 46 432

3:15 PM 0 110 1 110 0 257 4 0 261 28 4 0 32 403

3:30 PM 1 114 0 115 0 307 8 0 315 30 17 0 47 477

3:45 PM 0 126 1 126 0 303 12 0 315 28 5 0 33 474

Hourly Total 1 444 4 445 0 1156 27 0 1183 113 45 0 158 1786

4:00 PM 1 89 1 90 0 327 11 0 338 33 10 0 43 471

4:15 PM 3 124 0 127 0 331 14 0 345 30 12 0 42 514

4:30 PM 1 102 2 103 1 349 18 0 368 17 5 0 22 493

4:45 PM 3 71 1 74 0 302 19 0 321 19 11 1 30 425

Hourly Total 8 386 4 394 1 1309 62 0 1372 99 38 1 137 1903

5:00 PM 5 85 0 90 0 350 20 0 370 25 9 0 34 494

5:15 PM 6 82 0 88 0 347 21 0 368 14 5 0 19 475

5:30 PM 3 95 0 98 0 319 13 0 332 14 3 0 17 447

5:45 PM 2 77 0 79 0 268 5 0 273 11 1 0 12 364

Hourly Total 16 339 0 355 0 1284 59 0 1343 64 18 0 82 1780

6:00 PM 2 77 0 79 0 244 4 0 248 4 0 0 4 331

6:15 PM 4 68 0 72 0 223 7 0 230 11 3 0 14 316

6:30 PM 3 65 0 68 0 191 4 0 195 6 3 0 9 272

6:45 PM 1 50 0 51 0 151 1 0 152 3 4 0 7 210

Hourly Total 10 260 0 270 0 809 16 0 825 24 10 0 34 1129

7:00 PM 0 0 0 0 0 1 0 0 1 0 0 0 0 1

Grand Total 146 2663 8 2809 1 5675 391 2 6067 313 129 1 442 9318

Approach % 5.2 94.8 - - 0.0 93.5 6.4 - - 70.8 29.2 - - -

Total % 1.6 28.6 - 30.1 0.0 60.9 4.2 - 65.1 3.4 1.4 - 4.7 -

xwei

Highlight

Lights 140 2515 - 2655 1 5440 376 - 5817 310 128 - 438 8910

% Lights 95.9 94.4 - 94.5 100.0 95.9 96.2 - 95.9 99.0 99.2 - 99.1 95.6

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

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

All Pedestrians - - 8 - - - - 2 - - - 1 - -

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

Trucks 6 148 - 154 0 235 15 - 250 3 1 - 4 408

% Trucks 4.1 5.6 - 5.5 0.0 4.1 3.8 - 4.1 1.0 0.8 - 0.9 4.4





11/14/2018 7:00 AMEnding At11/14/2018 7:15 PM


Fake Approach [N]

Out In Total

1 0 1

0 0 0

0 0 0

0 0 0

1 0 1

5804236 0 0

5568

Out

2809154 0 0

2655

In

8613390 0 0

8223

Total

2nd Ave [E

]

T2663148 0 0

2515

L 146 6 0 0 140

P 8 0 8 0 0

516 438 954

0 0 0

0 0 0

21 4 25


Technology Dr [S]

L R P

310 128 0

0 0 0

0 0 1

3 1 0

313 129 1

2nd

Ave

[W] To

tal

8642 0 0 401

9043

In

5817 0 0 250

6067

Out

2825 0 0 151

2976

1 0 0 0 1 L

5440 0 0 235

5675 T

376 0 0 15 391 R

0 0 2 0 2 P







Start Time




7:00 AM 14 153 0 167 0 163 34 0 197 3 1 0 4 368

7:15 AM 19 153 0 172 0 146 27 1 173 2 1 0 3 348

7:30 AM 10 203 0 213 0 125 18 0 143 3 0 0 3 359

7:45 AM 7 169 0 176 0 151 29 0 180 1 2 0 3 359

Total 50 678 0 728 0 585 108 1 693 9 4 0 13 1434

Approach % 6.9 93.1 - - 0.0 84.4 15.6 - - 69.2 30.8 - - -

Total % 3.5 47.3 - 50.8 0.0 40.8 7.5 - 48.3 0.6 0.3 - 0.9 -

PHF 0.658 0.835 - 0.854 0.000 0.897 0.794 - 0.879 0.750 0.500 - 0.813 0.974

Lights 49 645 - 694 0 540 106 - 646 8 4 - 12 1352

% Lights 98.0 95.1 - 95.3 - 92.3 98.1 - 93.2 88.9 100.0 - 92.3 94.3

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

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

All Pedestrians - - 0 - - - - 1 - - - 0 - -

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

Trucks 1 33 - 34 0 45 2 - 47 1 0 - 1 82

% Trucks 2.0 4.9 - 4.7 - 7.7 1.9 - 6.8 11.1 0.0 - 7.7 5.7





Peak Hour Data

11/14/2018 7:00 AMEnding At11/14/2018 8:00 AM


Fake Approach [N]

Out In Total

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

58945 0 0 544

Out

72834 0 0 694

In

131779 0 0

1238

Total

2nd Ave [E

]

T 67833 0 0 645

L 50 1 0 0 49

P 0 0 0 0 0

155 12 167

0 0 0

0 0 0

3 1 4


Technology Dr [S]

L R P

8 4 0

0 0 0

0 0 0

1 0 0

9 4 0

2nd

Ave

[W] To

tal

1299 0 0 81 1380

In 646 0 0 47 693

Out

653 0 0 34 687

0 0 0 0 0 L

540 0 0 45 585 T

106 0 0 2 108 R

0 0 1 0 1 P







Start Time




3:45 PM 0 126 1 126 0 303 12 0 315 28 5 0 33 474

4:00 PM 1 89 1 90 0 327 11 0 338 33 10 0 43 471

4:15 PM 3 124 0 127 0 331 14 0 345 30 12 0 42 514

4:30 PM 1 102 2 103 1 349 18 0 368 17 5 0 22 493

Total 5 441 4 446 1 1310 55 0 1366 108 32 0 140 1952

Approach % 1.1 98.9 - - 0.1 95.9 4.0 - - 77.1 22.9 - - -

Total % 0.3 22.6 - 22.8 0.1 67.1 2.8 - 70.0 5.5 1.6 - 7.2 -

PHF 0.417 0.875 - 0.878 0.250 0.938 0.764 - 0.928 0.818 0.667 - 0.814 0.949

Lights 4 413 - 417 1 1278 53 - 1332 108 32 - 140 1889

% Lights 80.0 93.7 - 93.5 100.0 97.6 96.4 - 97.5 100.0 100.0 - 100.0 96.8

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

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

All Pedestrians - - 4 - - - - 0 - - - 0 - -

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

Trucks 1 28 - 29 0 32 2 - 34 0 0 - 0 63

% Trucks 20.0 6.3 - 6.5 0.0 2.4 3.6 - 2.5 0.0 0.0 - 0.0 3.2





Peak Hour Data

11/14/2018 3:45 PMEnding At11/14/2018 4:45 PM


Fake Approach [N]

Out In Total

1 0 1

0 0 0

0 0 0

0 0 0

1 0 1

134232 0 0

1310

Out

44629 0 0 417

In

178861 0 0

1727

Total

2nd Ave [E

]

T 44128 0 0 413

L 5 1 0 0 4

P 4 0 4 0 0

57 140 197

0 0 0

0 0 0

3 0 3


Technology Dr [S]

L R P

108 32 0

0 0 0

0 0 0

0 0 0

108 32 0

2nd

Ave

[W] To

tal

1853 0 0 62 1915

In

1332 0 0 34 1366

Out

521 0 0 28 549

1 0 0 0 1 L

1278 0 0 32 1310 T

53 0 0 2 55 R

0 0 0 0 0 P





Count Name: SR 885 at 10th StBridge/Armstrong TunnelSite Code: 1Start Date: 12/11/2018Page No: 1


Start Time

Armstrong Tunnel 10th St Bridge 2nd Ave 2nd Ave

Southbound Northbound Westbound Eastbound

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

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

Total Int. Total

3:00 PM 4 49 26 0 3 79 40 48 15 0 0 103 55 58 24 0 3 137 22 86 12 0 5 120 439

3:15 PM 0 47 24 0 0 71 38 60 13 0 0 111 58 75 21 0 2 154 28 103 6 0 3 137 473

3:30 PM 2 48 32 1 0 83 56 60 17 0 0 133 53 72 27 0 4 152 20 137 5 0 4 162 530

3:45 PM 2 53 38 0 0 93 51 67 16 0 0 134 51 55 28 0 1 134 27 107 5 0 7 139 500

Hourly Total 8 197 120 1 3 326 185 235 61 0 0 481 217 260 100 0 10 577 97 433 28 0 19 558 1942

4:00 PM 0 69 40 0 6 109 46 70 18 0 1 134 55 83 37 0 13 175 41 149 7 0 1 197 615

4:15 PM 2 71 44 0 4 117 35 50 21 0 0 106 43 63 43 0 11 149 33 141 9 0 7 183 555

4:30 PM 1 77 32 0 5 110 48 38 16 0 1 102 42 87 43 0 9 172 44 148 16 0 3 208 592

4:45 PM 1 47 46 0 4 94 43 52 18 0 0 113 43 56 31 0 8 130 54 160 10 0 5 224 561

Hourly Total 4 264 162 0 19 430 172 210 73 0 2 455 183 289 154 0 41 626 172 598 42 0 16 812 2323

5:00 PM 1 64 21 0 4 86 36 51 11 0 0 98 47 77 22 0 8 146 40 142 18 0 6 200 530

5:15 PM 2 72 35 0 1 109 47 57 14 0 0 118 46 73 25 0 3 144 45 142 7 0 2 194 565

5:30 PM 1 78 34 0 3 113 36 58 12 0 0 106 49 55 26 0 5 130 30 138 5 0 4 173 522

5:45 PM 0 54 32 0 3 86 27 45 11 0 0 83 26 52 24 0 3 102 28 137 7 0 2 172 443

Hourly Total 4 268 122 0 11 394 146 211 48 0 0 405 168 257 97 0 19 522 143 559 37 0 14 739 2060

6:00 PM 0 47 40 0 3 87 37 46 9 0 1 92 29 52 23 0 4 104 30 98 2 0 2 130 413

6:15 PM 0 50 40 0 2 90 21 35 5 0 0 61 19 39 20 0 4 78 18 88 4 0 3 110 339

6:30 PM 0 36 38 0 1 74 25 27 10 0 1 62 21 46 14 0 3 81 28 98 8 0 0 134 351

6:45 PM 0 35 19 0 0 54 18 42 13 0 0 73 31 39 12 0 1 82 32 70 5 0 0 107 316

Hourly Total 0 168 137 0 6 305 101 150 37 0 2 288 100 176 69 0 12 345 108 354 19 0 5 481 1419

7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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

Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 AM 4 20 31 0 1 55 42 41 30 0 0 113 51 90 15 0 1 156 10 88 4 0 5 102 426

7:15 AM 1 25 26 0 1 52 27 42 34 0 1 103 46 85 23 0 1 154 11 84 6 0 3 101 410

7:30 AM 5 23 20 0 2 48 30 53 40 0 1 123 48 100 20 0 3 168 11 89 6 0 5 106 445

7:45 AM 4 36 34 0 2 74 30 46 33 0 0 109 71 106 32 0 3 209 12 77 2 0 8 91 483

Hourly Total 14 104 111 0 6 229 129 182 137 0 2 448 216 381 90 0 8 687 44 338 18 0 21 400 1764

8:00 AM 2 27 25 0 2 54 30 61 33 0 2 124 57 99 38 0 3 194 20 57 7 0 11 84 456

8:15 AM 3 27 22 0 4 52 24 70 45 0 1 139 62 122 28 0 5 212 11 73 5 0 12 89 492

8:30 AM 4 24 20 0 4 48 26 57 21 0 0 104 52 83 32 0 6 167 15 82 10 0 11 107 426

8:45 AM 1 36 20 0 3 57 27 60 25 0 0 112 26 57 27 0 5 110 17 97 14 0 7 128 407

Hourly Total 10 114 87 0 13 211 107 248 124 0 3 479 197 361 125 0 19 683 63 309 36 0 41 408 1781

9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 0 2 3

Grand Total 40 1115 739 1 58 1895 840 1236 480 0 9 2556 1081 1725 635 0 109 3441 627 2593 180 0 116 3400 11292

Approach % 2.1 58.8 39.0 0.1 - - 32.9 48.4 18.8 0.0 - - 31.4 50.1 18.5 0.0 - - 18.4 76.3 5.3 0.0 - - -

xwei

Highlight

Total % 0.4 9.9 6.5 0.0 - 16.8 7.4 10.9 4.3 0.0 - 22.6 9.6 15.3 5.6 0.0 - 30.5 5.6 23.0 1.6 0.0 - 30.1 -

Lights 40 1098 711 1 - 1850 819 1174 468 0 - 2461 1039 1627 616 0 - 3282 607 2422 172 0 - 3201 10794

% Lights 100.0 98.5 96.2 100.0 - 97.6 97.5 95.0 97.5 - - 96.3 96.1 94.3 97.0 - - 95.4 96.8 93.4 95.6 - - 94.1 95.6

Buses 0 4 5 0 - 9 5 34 3 0 - 42 3 69 6 0 - 78 2 131 4 0 - 137 266

% Buses 0.0 0.4 0.7 0.0 - 0.5 0.6 2.8 0.6 - - 1.6 0.3 4.0 0.9 - - 2.3 0.3 5.1 2.2 - - 4.0 2.4

Trucks 0 12 23 0 - 35 16 28 8 0 - 52 39 29 13 0 - 81 17 40 4 0 - 61 229

% Trucks 0.0 1.1 3.1 0.0 - 1.8 1.9 2.3 1.7 - - 2.0 3.6 1.7 2.0 - - 2.4 2.7 1.5 2.2 - - 1.8 2.0

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

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

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

% Bicycles onCrosswalk - - - - 0.0 - - - - - 0.0 - - - - - 0.9 - - - - - 1.7 - -

Pedestrians - - - - 58 - - - - - 9 - - - - - 108 - - - - - 114 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 99.1 - - - - - 98.3 - -





12/11/2018 3:00 PMEnding At12/12/2018 9:15 AM

LightsBusesTrucksBicycles on RoadOther

Armstrong Tunnel [N]

Out In Total

2386 1850 4236

41 9 50

71 35 106

0 1 1

0 0 0

2498 1895 4393

40 1098 711 1 0

0 4 5 0 0

0 12 23 0 0

0 1 0 0 0

0 0 0 0 58

40 1115 739 1 58R T L U P

41720 0 79

141

3952

Out

34410 0 81 78

3282

In

76130 0 160

219

7234

Total

2nd Ave [E

]

R1081

0 0 39 31039

T1725

0 0 29 691627

L 635 0 0 13 6 616

U 0 0 0 0 0 0

P 109109 0 0 0 0

2321 2461 4782

12 42 54

42 52 94

2 1 3

0 0 0

2377 2556 4933Out In Total

10th St Bridge [S]

U L T R P

0 468 1174 819 0

0 3 34 5 0

0 8 28 16 0

0 1 0 0 0

0 0 0 0 9

0 480 1236 840 9

2nd

Ave

[W] To

tal

5336

209

98 2 0

5645

In

3201

137

61 1 0

3400

Out

2135 72 37 1 0

2245

0 0 0 0 0 0 U

172 4 4 0 0 180 L

2422

131

40 0 025

93 T

607 2 17 1 0 627 R

0 0 0 0 116

116 P







Start Time





Total Int. Total

4:00 PM 0 69 40 0 6 109 46 70 18 0 1 134 55 83 37 0 13 175 41 149 7 0 1 197 615

4:15 PM 2 71 44 0 4 117 35 50 21 0 0 106 43 63 43 0 11 149 33 141 9 0 7 183 555

4:30 PM 1 77 32 0 5 110 48 38 16 0 1 102 42 87 43 0 9 172 44 148 16 0 3 208 592

4:45 PM 1 47 46 0 4 94 43 52 18 0 0 113 43 56 31 0 8 130 54 160 10 0 5 224 561

Total 4 264 162 0 19 430 172 210 73 0 2 455 183 289 154 0 41 626 172 598 42 0 16 812 2323

Approach % 0.9 61.4 37.7 0.0 - - 37.8 46.2 16.0 0.0 - - 29.2 46.2 24.6 0.0 - - 21.2 73.6 5.2 0.0 - - -

Total % 0.2 11.4 7.0 0.0 - 18.5 7.4 9.0 3.1 0.0 - 19.6 7.9 12.4 6.6 0.0 - 26.9 7.4 25.7 1.8 0.0 - 35.0 -

PHF 0.500 0.857 0.880 0.000 - 0.919 0.896 0.750 0.869 0.000 - 0.849 0.832 0.830 0.895 0.000 - 0.894 0.796 0.934 0.656 0.000 - 0.906 0.944

Lights 4 261 156 0 - 421 172 202 71 0 - 445 180 264 152 0 - 596 167 564 42 0 - 773 2235

% Lights 100.0 98.9 96.3 - - 97.9 100.0 96.2 97.3 - - 97.8 98.4 91.3 98.7 - - 95.2 97.1 94.3 100.0 - - 95.2 96.2

Buses 0 1 0 0 - 1 0 5 0 0 - 5 0 20 1 0 - 21 0 26 0 0 - 26 53

% Buses 0.0 0.4 0.0 - - 0.2 0.0 2.4 0.0 - - 1.1 0.0 6.9 0.6 - - 3.4 0.0 4.3 0.0 - - 3.2 2.3

Trucks 0 2 6 0 - 8 0 3 1 0 - 4 3 5 1 0 - 9 5 8 0 0 - 13 34

% Trucks 0.0 0.8 3.7 - - 1.9 0.0 1.4 1.4 - - 0.9 1.6 1.7 0.6 - - 1.4 2.9 1.3 0.0 - - 1.6 1.5

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

% Bicycles onRoad 0.0 0.0 0.0 - - 0.0 0.0 0.0 1.4 - - 0.2 0.0 0.0 0.0 - - 0.0 0.0 0.0 0.0 - - 0.0 0.0



Pedestrians - - - - 19 - - - - - 2 - - - - - 40 - - - - - 15 - -

% Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 97.6 - - - - - 93.8 - -





Peak Hour Data

12/11/2018 4:00 PMEnding At12/11/2018 5:00 PM



Out In Total

424 421 845

5 1 6

6 8 14

0 0 0

0 0 0

435 430 865

4 261 156 0 0

0 1 0 0 0

0 2 6 0 0

0 0 0 0 0

0 0 0 0 19

4 264 162 0 19R T L U P

932 0 0 14 26

892

Out

626 0 0 9 21

596

In

15580 0 23 47

1488

Total

2nd Ave [E

]

R 183 0 0 3 0 180

T 289 0 0 5 20264

L 154 0 0 1 1 152

U 0 0 0 0 0 0

P 41 41 0 0 0 0

580 445 1025

2 5 7

8 4 12

0 1 1

0 0 0


10th St Bridge [S]

U L T R P

0 71 202 172 0

0 0 5 0 0

0 1 3 0 0

0 1 0 0 0

0 0 0 0 2

0 73 210 172 2

2nd

Ave

[W] To

tal

1112 46 19 1 0

1178

In 773

26 13 0 0 812

Out

339

20 6 1 0 366

0 0 0 0 0 0 U

42 0 0 0 0 42 L

564

26 8 0 0 598 T

167 0 5 0 0 172 R

0 0 0 0 16 16 P







Start Time





Total Int. Total

7:30 AM 5 23 20 0 2 48 30 53 40 0 1 123 48 100 20 0 3 168 11 89 6 0 5 106 445

7:45 AM 4 36 34 0 2 74 30 46 33 0 0 109 71 106 32 0 3 209 12 77 2 0 8 91 483

8:00 AM 2 27 25 0 2 54 30 61 33 0 2 124 57 99 38 0 3 194 20 57 7 0 11 84 456

8:15 AM 3 27 22 0 4 52 24 70 45 0 1 139 62 122 28 0 5 212 11 73 5 0 12 89 492

Total 14 113 101 0 10 228 114 230 151 0 4 495 238 427 118 0 14 783 54 296 20 0 36 370 1876

Approach % 6.1 49.6 44.3 0.0 - - 23.0 46.5 30.5 0.0 - - 30.4 54.5 15.1 0.0 - - 14.6 80.0 5.4 0.0 - - -

Total % 0.7 6.0 5.4 0.0 - 12.2 6.1 12.3 8.0 0.0 - 26.4 12.7 22.8 6.3 0.0 - 41.7 2.9 15.8 1.1 0.0 - 19.7 -

PHF 0.700 0.785 0.743 0.000 - 0.770 0.950 0.821 0.839 0.000 - 0.890 0.838 0.875 0.776 0.000 - 0.923 0.675 0.831 0.714 0.000 - 0.873 0.953

Lights 14 111 93 0 - 218 106 210 147 0 - 463 224 410 113 0 - 747 53 255 16 0 - 324 1752

% Lights 100.0 98.2 92.1 - - 95.6 93.0 91.3 97.4 - - 93.5 94.1 96.0 95.8 - - 95.4 98.1 86.1 80.0 - - 87.6 93.4

Buses 0 1 2 0 - 3 2 5 2 0 - 9 2 10 2 0 - 14 0 33 3 0 - 36 62

% Buses 0.0 0.9 2.0 - - 1.3 1.8 2.2 1.3 - - 1.8 0.8 2.3 1.7 - - 1.8 0.0 11.1 15.0 - - 9.7 3.3

Trucks 0 1 6 0 - 7 6 15 2 0 - 23 12 7 3 0 - 22 1 8 1 0 - 10 62

% Trucks 0.0 0.9 5.9 - - 3.1 5.3 6.5 1.3 - - 4.6 5.0 1.6 2.5 - - 2.8 1.9 2.7 5.0 - - 2.7 3.3

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

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



Pedestrians - - - - 10 - - - - - 4 - - - - - 14 - - - - - 36 - -

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





Peak Hour Data

12/12/2018 7:30 AMEnding At12/12/2018 8:30 AM



Out In Total

450 218 668

10 3 13

28 7 35

0 0 0

0 0 0

488 228 716

14 111 93 0 0

0 1 2 0 0

0 1 6 0 0

0 0 0 0 0

0 0 0 0 10

14 113 101 0 10R T L U P

511 0 0 20 37

454

Out

783 0 0 22 14

747

In

12940 0 42 51

1201

Total

2nd Ave [E

]

R 238 0 0 12 2 224

T 427 0 0 7 10410

L 118 0 0 3 2 113

U 0 0 0 0 0 0

P 14 14 0 0 0 0

277 463 740

3 9 12

5 23 28

0 0 0

0 0 0


10th St Bridge [S]

U L T R P

0 147 210 106 0

0 2 5 2 0

0 2 15 6 0

0 0 0 0 0

0 0 0 0 4

0 151 230 114 4

2nd

Ave

[W] To

tal

895

48 19 0 0 962

In 324

36 10 0 0 370

Out

571

12 9 0 0 592

0 0 0 0 0 0 U

16 3 1 0 0 20 L

255

33 8 0 0 296 T

53 0 1 0 0 54 R

0 0 0 0 36 36 P


Appendix C Travel Time Data

0

2

4

6

8

10

12

14

16

Ra

w T

rave

l T

ime

Da

ta b

y R

un

(M

inu

tes

)

Cross Street / Direction of Traffic Flow

SR 885 / Second Avenue Travel TimeRaw Travel Time Data for: 2018 Weekday Peaks by Run / AM Peak Northbound

NB 8:52 - 9:06 AM

NB 8:20 - 8:36 AM

NB 7:47 - 8:02 AM

NB 7:15 - 7:30 AM

0

2

4

6

8

10

12

14

16R

aw

Tra

ve

l T

ime

Da

ta b

y R

un

(M

inu

tes

)


SR 885 / Second Avenue Travel TimeRaw Travel Time Data for: 2018 Weekday Peaks by Run / AM Peak Southbound

SB 8:38 - 8:51 AM

SB 8:05 - 8:18 AM

SB 7:33 - 7:46 AM

SB 6:59 - 7:14 AM

0

2

4

6

8

10

12

14

16

Ra

w T

rave

l T

ime

Da

ta b

y R

un

(M

inu

tes

)


SR 885 / Second Avenue Travel TimeRaw Travel Time Data for: 2018 Weekday Peaks by Run / PM Peak Northbound

SB 5:16 - 5:32 PM

SB 4:28 - 4:43 PM

0

5

10

15

20

25

30

35R

aw

Tra

ve

l T

ime

Da

ta b

y R

un

(M

inu

tes

)


SR 885 / Second Avenue Travel TimeRaw Travel Time Data for: 2018 Weekday Peaks by Run / PM Peak Southbound

SB 5:35 - 5:56 PM

SB 4:45 - 5:15 PM

SB 3:59 - 4:27 PM

Appendix D Queuing Observations

Project:

Location: Time Period:

Date: Compiled By:

Approach

Street Name

Lane (Left 1, Left 2, Thru 1, Thru 2..) L R T T T T

1 Comment: + 0 14 6 12 14

2 Comment: + 0 11 3 12 17

3 Comment: + 0 7 0 17 13

4 Comment: + 0 15 3 17 9

5 Comment: + 0 7 1 20 13

6 Comment: + 0 9 2 13 11

7 Comment: + 0 13 2 8 3

8 Comment: + 0 11 3 8 9

9 Comment: + 0 15 3 12 7

10 Comment: + 0 16 2 13 3

11 Comment: + 0 11 2 7 3

12 Comment: + 0 16 1 6 6

13 Comment: + 0 16 1 3 2

14 Comment: + 0 16 1 8 3

15 Comment: + 0

- - - - - - - - - 16 6 - - 20 17 -

- - - - - - - - - 13 2 - - 11 8 -

Notes: Sketch:

SR 885 - 2nd Ave

Hot Metal Bridge 8:25am - 8:55am

Signalized Queue Observation Worksheet 11/12/18 CRB

Cycle

Eastbound Westbound Southbound Northbound

Hot Metal St 2nd Ave 2nd Ave/Irvine St

Max Queue

Average Queue

1 - A vehicle is queued when it is at the stop bar or behind another queued vehicle, and traveling less than 7 mph

2 - Hot Metal St left only lane backs up across the bridge as far as you can see, it also blocks people making a right from driving up to

the stop bar due to the bridge lane configuration.

3 - When a count has a + sign, the queue is backed up as far as can been seen and cannot be counted.

North

2nd Ave2nd Ave

Hot Metal St

N:\35081-000\Planning\Data\Queuing Studies\Queue Study-SR 885 - 2nd Ave.xlsx \ AM Hot Metal St Dataset Page 1 of 10

Project:


Date: Compiled By:

Approach

Street Name

Lane (Left 1, Left 2, Thru 1, Thru 2..) L R T T T T

1 Comment: + 6 + + + +

2 Comment: + 0 + + + +

3 Comment: + 5 + + + +

4 Comment: + 0 + + + +

5 Comment: + 2 + + + +

6 Comment: + 0 + + + +

7 Comment: + 2 + + + +

8 Comment: + 3 + + + +

9 Comment: + 0 + + + +

10 Comment: + 1 + + + +

11 Comment: + 0 + + + +

12 Comment: + + + + +

13 Comment: + + + + +

14 Comment: + + + + +

15 Comment: + + + + +

- - 6 - - - - - - - - - - - - -

- - 2 - - - - - - - - - - - - -

Notes: Sketch:

SR 885 - 2nd Ave

Hot Metal Bridge 5:13am - 5:48am


Cycle


Hot Metal St 2nd Ave 2nd Ave/Irvine St

Max Queue

Average Queue


2 - Hot Metal St left only lane backs up across the bridge as far as you can see, it also blocks people making a right from driving up to

the stop bar due to the bridge lane configuration.


North

2nd Ave2nd Ave

Hot Metal St

N:\35081-000\Planning\Data\Queuing Studies\Queue Study-SR 885 - 2nd Ave.xlsx \ PM Hot Metal St Dataset Page 2 of 10

Project:


Date: Compiled By:

Approach

Street Name

Lane (Left 1, Left 2, Thru 1, Thru 2..) T L T T R L T

1 Comment: 2 1 2 2 1 7 3

2 Comment: 1 1 4 1 3 1 1

3 Comment: 0 2 5 5 1 9 7

4 Comment: 1 2 4 3 3 11 8

5 Comment: 2 2 5 3 6 15 7

6 Comment: 2 1 3 4 3 13 9

7 Comment: 1 3 2 4 3 14 11

8 Comment: 1 3 2 0 3 12 8

9 Comment: 0 2 3 3 5 9 6

10 Comment: 0 1 2 2 2 5 7

11 Comment: 3 1 6 1 3 10 6

12 Comment: 0 3 2 2 0 7 5

13 Comment: 0 1 4 5 6 16 9

14 Comment: 0 2 5 2 6 10 7

15 Comment: 0 1 12 4 5 15 9

- - 3 - - 3 12 - - 5 6 - - 16 11 -

- - 1 - - 2 4 - - 3 3 - - 10 7 -

Notes: Sketch:

Max Queue

Average Queue


Cycle


Saline St Greenfield Ave 2nd Ave 2nd Ave/Irvine St

SR 885 - 2nd Ave

Greenfield Ave 7:41am - 8:14am


North

Greenfield Ave

2nd Ave/Irvine StSaline St

2nd Ave

N:\35081-000\Planning\Data\Queuing Studies\Queue Study-SR 885 - 2nd Ave.xlsx \ AM Greenfield Ave Dataset Page 3 of 10

Project:


Date: Compiled By:

Approach

Street Name

Lane (Left 1, Left 2, Thru 1, Thru 2..) T L T T R L T

1 Comment: 2 4 3 + + 2 3

2 Comment: 3 9 1 + + 7 4

3 Comment: 2 5 0 + + 3 2

4 Comment: 0 2 1 + + 2 2

5 Comment: 1 3 0 + + 4 5

6 Comment: 0 2 0 + + 5 1

7 Comment: 1 5 3 + + 3 4

8 Comment: 1 3 3 + + 2 0

9 Comment: 0 5 0 + + 1 3

10 Comment: 0 8 0 + + 4 2

11 Comment: 2 7 1 + + 2 2

12 Comment: 0 2 0 + + 5 3

13 Comment: 0 8 4 + + 4 5

14 Comment: + +

15 Comment: + +

- - 3 - - 9 4 - - - - - - 7 5 -

- - 1 - - 5 1 - - - - - - 3 3 -

Notes: Sketch:

SR 885 - 2nd Ave

Greenfield Ave 4:38pm - 5:01pm


Cycle


Saline St Greenfield Ave 2nd Ave 2nd Ave/Irvine St

Max Queue

Average Queue


2 - Southbound Queuing on 2nd Ave was constant under the bridge and around the corner, could not see end of queue


North

Greenfield Ave

2nd Ave/Irvine StSaline St

2nd Ave

N:\35081-000\Planning\Data\Queuing Studies\Queue Study-SR 885 - 2nd Ave.xlsx \ PM Greenfield Ave Dataset Page 4 of 10

Project:


Date: Compiled By:

Approach

Street Name

Lane (Left 1, Left 2, Thru 1, Thru 2..) T T T T

1 Comment: 2 7 6 4

2 Comment: 0 6 8 5

3 Comment: 0 2 8 2

4 Comment: 1 7 8 6

5 Comment: 0 7 5 7

6 Comment: 0 4 9 5

7 Comment: 0 8 6 4

8 Comment: 0 6 9 4

9 Comment: 0 6 5 7

10 Comment: 0 3 11 7

11 Comment: 0 5 7 4

12 Comment: 0 4 14 5

13 Comment: 1 2 13 9

14 Comment: 1 2 16 7

15 Comment: 0 1 12 10

- - - - - - 2 - - 8 - - - 16 10 -

- - - - - - 0 - - 5 - - - 9 6 -

Notes: Sketch:

SR 885 - 2nd Ave

Glenwood Ave 7:08am - 7:25am


Cycle


Greenfield Ave 2nd Ave 2nd Ave/Irvine St

Max Queue

Average Queue


North

Glenwood Ave

2nd Ave2nd Ave

N:\35081-000\Planning\Data\Queuing Studies\Queue Study-SR 885 - 2nd Ave.xlsx \ AM Glenwood Ave Dataset Page 5 of 10

Project:


Date: Compiled By:

Approach

Street Name

Lane (Left 1, Left 2, Thru 1, Thru 2..) T T T

1 Comment: 3 8 5

2 Comment: 0 11 0

3 Comment: 2 12 4

4 Comment: 1 3 4

5 Comment: 2 6 1

6 Comment: 1 9 5

7 Comment: 3 4 3

8 Comment: 2 12 3

9 Comment: 3 10 7

10 Comment: 1 6 7

11 Comment: 3 5 1

12 Comment:

13 Comment:

14 Comment:

15 Comment:

- - - - - - 3 - - 12 - - - - 7 -

- - - - - - 2 - - 8 - - - - 4 -

Notes: Sketch:

SR 885 - 2nd Ave

Glenwood Ave 4:00pm - 4:24pm


Cycle


Greenfield Ave 2nd Ave 2nd Ave/Irvine St

Max Queue

Average Queue


North

Glenwood Ave

2nd Ave2nd Ave

N:\35081-000\Planning\Data\Queuing Studies\Queue Study-SR 885 - 2nd Ave.xlsx \ PM Glenwood Ave Dataset Page 6 of 10

Project:


Date: Compiled By:

Approach

Street Name

Lane (Left 1, Left 2, Thru 1, Thru 2..) L/T R L L/T R L T T/R L T T/R

1 Comment: 1 1 0 11 1 7 0 1 0 25 25 *

2 Comment: 0 0 8 17 2 2 8 15 0 25 25 *

3 Comment: 0 0 8 19 0 8 8 15 5 20 25 *

4 Comment: 1 0 3 16 1 10 8 9 0 8 18

5 CF SB L/T 0 0 5 20 0 8 10 10 0 16 20

6 Comment: 0 0 2 17 0 3 8 2 1 25 25 *

7 Comment: 1 1 2 16 0 4 1 4 2 14 14

8 CF WB T/R 1 0 0 11 0 1 3 3 0 22 22

9 CF SB L/T 0 0 3 19 0 8 5 2 0 18 25 *

10 CF WB T/R 3 0 1 5 0 3 5 1 0 23 25 *

11 Comment: 0 0 5 13 0 13 2 1 1 25 25 *

12 Comment: 0 0 1 7 0 8 3 3 0 25 25 *

13 CF WB T/R 0 0 3 9 1 8 0 5 0 21 25 *

14 CF WB T/R 1 0 3 15 1 8 1 8 1 25 25 *

15 CF SB L/T 0 0 5 21 0 6 2 3 2 25 25 *

- 3 1 - 8 21 2 - 13 10 15 - 5 25 25 -

- 1 0 - 3 14 0 - 6 4 5 - 1 21 23 -

Notes: Sketch:

represented the queue for this signal. I counted until sight distance ended and the cars in that queue equaled 25. So, I used that

as an estimate in all applicable circumstances

2 - Bates St L and R lanes are always blocked after the first few cars in the queue

Max Queue

Average Queue


* Any NB queue marked as 25 is an estimate. In these circumstances, the queues backed up beyond the Hot Metal Bridge

signal and past sight distance. I was able to count all cars, but there was no way of knowing when this queue ended and when the

vehicles coming were coming from Hot Metal Bridge. I counted over 30 in multiple circumstances, but did not feel this accurately

Cycle


Technology Dr Bates St 2nd Ave 2nd Ave

SR 885 - 2nd Ave

Bates St/Technology Dr 7:08am - 7:45am

Signalized Queue Observation Worksheet 12/11/2018 SQB

North

Bates St

2nd Ave2nd Ave

TechnologyDr

N:\35081-000\Planning\Data\Queuing Studies\Queue Study-SR 885 - 2nd Ave.xlsx \ AM Bates St Dataset Page 7 of 10

Project:


Date: Compiled By:

Approach

Street Name

Lane (Left 1, Left 2, Thru 1, Thru 2..) L/T R L L/T R L T T/R L T T/R

1 CF SB L/T, EB L, WB T/R, WB T 6 0 0 16 0 22 9 5 3 25 25 *

2 CF SB L/T, EB LT, WB T/R 7 0 8 25 0 25 9 13 * 0 23 25 *

3 CF EB L, WB T/R 4 5 8 14 0 25 4 3 * 0 13 25 *

4 CF SB L/T, EB L WB T/R 9 3 3 19 0 25 10 8 * 0 4 25 *

5 CF EB L, WB T/R, WB T 9 1 5 16 0 25 17 17 * 0 25 25 *

6 CF NB L/T, EB L, EB T, EB T/R, WB T/R, WB T 17 4 2 14 0 25 25 25 * 4 25 25 *

7 CF SB L/T, EB L, EB T, EB T/R, WB T/R, WB T 4 0 2 15 0 25 25 15 * 0 25 25 *

8 CF EB L, WB T/R, WB T 6 4 0 16 0 25 15 12 * 0 14 25 *

9 CF SB L,/T, WB T/R - Note 9 6 0 3 20 3 14 9 7 0 10 25 *

10 CF SB L/T 5 1 1 17 0 12 3 0 0 8 15

11 CF SB L/T, EB L, EB T 2 6 5 16 2 15 25 20 * 2 10 25 *

12 CF SB L/T, EB L 3 7 1 18 0 25 11 6 * 0 12 12

13 CF SB L/T, EB L 3 2 3 18 0 25 16 9 * 0 10 15

14 CF SB L/T, EB L, WB T/R 6 0 3 18 0 25 5 12 * 0 15 19

15 CF SB L/T, EB L, WB T/R 5 0 5 20 0 20 12 9 0 7 25 *

- 17 7 - 8 25 3 - 25 25 25 - 4 25 25 -

- 6 2 - 3 17 0 - 22 13 11 - 1 15 22 -

Notes: Sketch:

3 - SB L cycle usually does not fail when it gets an extended green arrow. This is only active when actuated by NB L turns.

9 - Cyclist included as part of the queue.

Max Queue

Average Queue


* Any queue marked as 25 is an estimate. In these circumstances, the queues were beyond sight distance and I counted until

I couldn't see anymore. The number I got was 25. In reality, the queues are longer than this.

2 - Bates St L and R lanes are always blocked after the first few cars in the queue

Cycle


Technology Dr Bates St 2nd Ave 2nd Ave

SR 885 - 2nd Ave

Bates St/Technology Dr 4:50pm - 5:28pm


North

Bates St

2nd Ave2nd Ave

TechnologyDr

N:\35081-000\Planning\Data\Queuing Studies\Queue Study-SR 885 - 2nd Ave.xlsx \ PM Bates St Dataset Page 8 of 10

Project:


Date: Compiled By:

Approach

Street Name

Lane (Left 1, Left 2, Thru 1, Thru 2..) L T/R L T/R T/R T/L T/L T/R

1 Comment: 8 8 2 4 8 5 0 0

2 Comment: 8 12 2 2 3 1 4 6

3 Comment: 7 8 3 8 4 3 4 16

4 Comment: 5 7 2 1 4 0 4 15

5 CF SB L/T 0 6 4 2 4 2 4 5

6 Comment: 5 4 5 3 1 1 6 17

7 Comment: 3 7 3 4 3 4 5 7

8 CF WB T/R 5 9 1 1 9 3 3 8

9 CF SB L/T 2 15 5 3 8 1 0 11

10 CF WB T/R 3 13 4 2 10 1 5 17

11 Comment: 1 4 3 4 3 4 10 13

12 Comment: 3 10 1 0 7 2 1 3

13 CF WB T/R 4 8 1 4 0 1 10 13

14 CF WB T/R 1 9 1 2 7 5 1 8

15 CF SB L/T 2 9 2 2 20 6 1 6

- 8 15 - - 5 8 - - 20 6 - - 10 17 -

- 4 9 - - 3 3 - - 6 3 - - 4 10 -

Notes: Sketch:

Max Queue

Average Queue


Cycle


10th St Armstrong Tunnel 2nd Ave 2nd Ave

SR 885 - 2nd Ave

10th St/Armstrong Tunnel 8:05am - 8:45am


North

ArmstrongTunnel

2nd Ave2nd Ave

10th St

N:\35081-000\Planning\Data\Queuing Studies\Queue Study-SR 885 - 2nd Ave.xlsx \ AM 10th St Dataset Page 9 of 10

Project:


Date: Compiled By:

Approach

Street Name

Lane (Left 1, Left 2, Thru 1, Thru 2..) L T/R L T/R T/R T/L T/L T/R

1 CF SB L/T 4 10 10 3 10 4 4 10

2 CF SB L/T - Comment 2 1 6 2 7 15 5 3 15

3 Comment: 0 6 7 9 14 9 7 10

4 Comment: 4 4 3 3 14 3 3 16

5 CF SB L/T 1 9 3 7 17 9 11 9

6 Comment 6 4 10 * 6 8 10 6 10 15

7 Comment 7 0 13 2 7 15 7 15 20 *

8 CF SB L 0 10 8 8 8 5 8 9

9 Comment: 1 8 5 8 1 3 1 6

10 Comment: 3 1 4 11 10 5 8 13

11 CF EB T/R - Comment 11 2 10 1 6 10 4 8 5

12 Comment: 5 3 5 11 14 8 2 7

13 Comment: 1 3 13 8 6 5 0 0

14 CF SB L - Comment 14 2 8 8 8 9 6 5 12

15 CF SB L 4 5 11 5 12 4 4 8

- 5 13 - - 13 11 - - 17 9 - - 15 20 -

- 2 7 - - 6 7 - - 11 6 - - 6 10 -

Notes: Sketch:

11 - CF occurred due to a bus stopping and dropping off in the middle of the queue

14 - CF occurred due to a dump truck being at the front of the queue and making a very slow turn

Max Queue

Average Queue


2 - Only 2 cars could be seen. This movement had no protected phase. Much more cars were queued in the tunnel

6 - EB L queue included one bicycle

7 - SB T/R queue was longer than sight distance. I counted 20 cars, but there were more than 20 in the queue.

Cycle


10th St Armstrong Tunnel 2nd Ave 2nd Ave

SR 885 - 2nd Ave

10th St/Armstrong Tunnel 8:05am - 8:45am


North

ArmstrongTunnel

2nd Ave2nd Ave

10th St

N:\35081-000\Planning\Data\Queuing Studies\Queue Study-SR 885 - 2nd Ave.xlsx \ PM 10th St Dataset Page 10 of 10

Appendix E HSM-Based Crash Analysis Detail

Appendix E | State Route 885 / Second Avenue Multimodal Corridor Study p. 1

Notice

"In accordance with PA Consolidated Statutes Title 75-Vehicles (Vehicle Code) Section 3754

and 23 U.S.C. Section 409, this safety study is confidential, and the publication, reproduction,

release, or discussion of these materials is prohibited without the specific written consent of the

Pennsylvania Department of Transportation's Office of Chief Counsel. This safety study is only

provided to official agencies with official duties/responsibilities in the project development."


HSM-BASED CRASH ANALYSIS DETAIL

HSM METHODOLOGY The SR 885/Second Avenue study corridor was analyzed to assess potential crash trends and

overall safety performance based on historic crash data and existing roadway characteristics.

The study encompassed five years of crash data (January 1, 2013 – December 31, 2017)

provided by SPC via PennDOT’s Crash Data Access and Retrieval Tool (CDART) database.

Study limits included Second Avenue from Tenth Street Bridge / Armstrong Tunnels to

Glenwood Bridge, and Bates Street between Second Avenue and Boulevard of the Allies.

Within this area during the five-year timeframe, a total of 243 crashes were reported.

This Appendix documents the portion of the safety analyses that focus on an assessment of the

corridor’s safety performance based on methodologies outlined by AASHTO’s Highway Safety

Manual (HSM), including HSM Part C (Predictive Method) coupled with PennDOT’s HSM

Analysis Tool spreadsheet. These methods assess safety performance in terms of average

annual crash frequencies, or crashes per year, based on the following:

• Predicted average annual crash frequency – Predicted crashes per year based on

similar facilities

• Expected average annual crash frequency – Crashes per year based on similar facilities

and corridor-specific crash history, adjusted using statistical methods (Empirical Bayes)

• Potential for Safety Improvement – a factor derived as Expected Crashes minus

Predicted Crashes, where positive values (i.e. where expected frequencies are greater

than predicted frequencies) suggest that the study corridor could potentially be improved

to more closely match the safety performance of comparable corridors.

• Safety Performance Functions (SPFs) and Crash Modification Factors (CMFs) –

analysis factors and details used within the HSM methods to estimate existing and future

crash occurrences relating to the average results above.

HSM-REQUIRED CORRIDOR SEGMENTATION For purposes of the HSM analyses, the study corridor was sub-divided to review 8 roadway

segments (A-H) and 18 intersections (1-18) as mapped in Exhibit E1 and as detailed in

subsequent Exhibits E2 and E3.


Exhibit E1: HSM-Based Crash Analysis Segments and Intersections


HSM-REQUIRED TRAFFIC VOLUME ASSUMPTIONS Automatic Traffic Recorder (ATR) counts were conducted by Southwestern Pennsylvania

Commission (SPC) in November 2018, including 48-hour count durations at 5 sites along the

study corridor. Intersection Turning Movement Counts (TMC) and pedestrian data for typical

weekday AM/PM peak periods were also provided by SPC (based on historic study data by

others) for 13 intersections within the study limits; while 5 additional study intersections were

counted by the consultant team in November 2018.

To convert and extrapolate the available count data into approach-specific Average Annual

Daily Traffic (AADT) estimates required for HSM-based crash analyses at each intersection,

several conversion assumptions were made:

• Based on the ATR count data, approximately 48.6% of the daily traffic occurred

from 7:00 AM to 9:00 AM and 3:00 PM to 7:00 PM (the peak periods for TMC

data collected by the consultant team), and approximately 45.6% of the daily

traffic occurred from 6:30 AM to 9:30 AM and 4:00 PM to 7:00 PM (the peak

periods for TMC data provided by SPC).

• The peak period factors above were applied to the corresponding peak period

hourly traffic volume totals by intersection leg (based on available TMC data) to

develop weekday Average Daily Traffic (ADT) estimates throughout the corridor.

• To convert the ADT values to AADT estimates, a 0.923 AADT Adjustment Factor

was applied based on details in PennDOT’s 2016 Traffic Data Manual, assuming

Traffic Pattern Group (TPG) 3 for the study corridor and a 7-day average factor

for the month of November.

• Daily pedestrian crossing volumes required for HSM analyses were approximated by intersection based on the 2018 TMC data coupled with adjustment factors from the National Bicycle & Pedestrian Documentation Project (NBPDP). The NBPDP is co-sponsored by Alta Planning and Design and the Institute of Transportation Engineers (ITE) Pedestrian and Bicycle Council. The highest observed peak hour pedestrian volumes at each intersection were extrapolated to daily pedestrian volumes using the corresponding hourly and seasonal adjustment factors.

Based on these assumptions and corresponding calculations, final estimates for the HSM-

required segment-specific AADTs, major and minor leg intersection AADTs, and daily

pedestrian crossing volumes by intersection are summarized in Exhibits E2 and E3.


Exhibit E2: AADT Estimates by Homogeneous Segment

Study

Segment Route Segment/Offset Termini

2018

AADT

A H012 SEG 0010/2640

(Second Ave at 10th St Br)

H012 SEG 0020/0000

(Second Ave at Brady St) 15,000

B H012 SEG 0020/0000

(Second Ave at Brady St)

H012 SEG 0020/1700

(Second Ave west of Bates St) 18,100

C H012 SEG 0020/1700

(Second Ave west of Bates St)

SR 885 SEG 0300/0000

(SR 885 at Bates St) 17,300

D SR 885 SEG 0310/0000

(Bates St at Blvd of the Allies)

SR 885 SEG 0300/0300

(Bates St at I-376 Interchange Ramps) 14,800

E SR 885 SEG 0300/0300

(Bates St at I-376 Interchange Ramps)

SR 885 SEG 0290/0000

(Second Ave at Swinburne St) 14,500

F SR 885 SEG 0290/0000

(Second Ave at Swinburne St)

SR 885 SEG 0270/0000

(SR 885 at Hazelwood Ave) 12,300

G SR 885 SEG 0270/0000

(SR 885 at Hazelwood Ave)

SR 885 SEG 0250/0000

(SR 885 north of Glenwood Br) 16,500

H SR 885 SEG 0250/0000

(SR 885 north of Glenwood Br)

SR 885 SEG 0230/0000

(SR 885 at SR 837) 17,600

Exhibit E3: AADT and Pedestrian Volume Estimates by Intersection

Study Intersection

2018 AADT Daily Pedestrian

Volume Estimates Major

Street

Minor

Street

1 H012 (Second Ave) at 10th St Br/Armstrong Tunnel 13,150 10,700 1,170

2 H012 (Second Ave) at Brady St 16,550 5,700 30

3 H012 (Second Ave) at Technology Dr 17,700 2,100 80

4 H012 (Second Ave) at Middle Access Dr 16,300 600 350

5 H012 (Second Ave) at Bates St 16,900 15,900 960

6 Bates St at I-376 Interchange Ramps 15,000 7,100 980

7 Bates St at Blvd of the Allies 12,200 25,200 1,260

8 SR 885 (Second Ave) at Hot Metal Br 17,550 16,400 280

9 SR 885 (Second Ave) at Bridgeside Dr 14,200 1,200 0

10 SR 885 (Second Ave) at Irvine St / Greenfield Ave 13,500 14,500 110

11 Greenfield Ave at Frazier Ave 10,600 6,300 210

12 SR 885 (Second Ave) at Hazelwood Ave 14,000 5,300 180

13 SR 885 (Second Ave) at Flowers Ave 15,950 1,100 230

14 SR 885 (Second Ave) at Tecumseh St 16,200 400 2,580

15 SR 885 (Second Ave) at Elizabeth St 16,250 800 1,820

16 SR 885 (Second Ave) at Johnston Ave 16,200 1,300 280

17 SR 885 (Second Ave) at Mansion St 16,550 1,400 630

18 SR 885 (Second Ave) at Glenwood Ave 17,300 800 320


HSM-REQUIRED ADDITIONAL INPUT DETAILS In addition to the preceding inputs related to observed crash data, corridor segmentation, traffic

volume estimates, and pedestrian crossing volume estimates, additional input details required to

complete the HSM-based safety analyses include the following:

• Facility Type – SR 885/Second Avenue is classified as an Urban - Other Principal Arterials, Collectors, Local Roads; therefore, the HSM’s Urban/Suburban Arterial module was used.

• Presence of Lighting – Based on field/aerial reviews, corridor lighting is present along the entirety of the SR 885/Second Avenue study corridor.

• Calibration Factor – A Calibration Factor of 1.0 was used based on the selected Pennsylvania County SPFs that are incorporated within PennDOT’s HSM tools.

• Number of Bus Stops within 1,000 feet of signalized intersections – Based on the latest available transit data and field/aerial reviews, numerous bus stops are present along the study corridor and various side streets. Overlaps within 1,000 feet of each intersection are especially notable at, for example, the Second Avenue at Hazelwood Avenue intersection, which accounts for 10 stops spread across Irvine Street at Berwick Street, Second Avenue at Hazelwood Avenue, Hazelwood Avenue at Monongahela Street, Hazelwood Avenue at Sylvan Avenue, and Second Avenue at Flowers Avenue. Similarly, at Elizabeth Street, 10 bus stops are found to overlap the 1,000-foot area spanning Second Avenue at Tecumseh Street, Second Avenue at Tipton Street, Second Avenue at Elizabeth Street, Second Avenue at Johnston Avenue, Johnston Avenue at Second Avenue, and Johnston Avenue at Gertrude Street. Remaining details are recorded on the subsequent input worksheets.

• Number of Schools within 1,000 feet of signalized intersections – Based on field/aerial reviews, Carnegie Mellon University - Entertainment Technology Center is located within 1,000 feet of Second Avenue at Technology Drive and Middle Access Drive. University of Pittsburgh - Center for Biotechnology and Bioengineering is located within 1,000 feet of Second Avenue at Middle Access Drive, Bates Street, and Hot Metal Bridge, as well as Bates Street at the I-376 Interchange Ramps. Three Rivers Village School is located within 1,000 feet of Second Avenue at Tecumseh Street, Elizabeth Street, and Johnston Avenue. Propel Schools – Hazelwood is located within 1,000 feet of Second Avenue at Mansion Street.

• Number of Alcohol Sales Establishments within 1,000 feet of signalized intersections – The number of alcohol sales establishments within 1,000 feet of signalized intersections is based on a review of land uses from Google Earth. Estimate include: Eliza Hot Metal Bistro, XO Café and Lounge, Ironworks, Papa D’s Kitchen & Bar, Bootleggers, Uncle Jimmy’s Bar, Illusion Hookah Lounge, and Zano’s Pub House.

• Number of Driveways within a Segment – Google Earth aerials were reviewed to identify the number of major/minor commercial driveways, major/minor industrial/institutional driveways, major/minor residential driveways, and other driveways throughout the study corridor. Based on HSM Chapter 12, major driveways are defined as those that serve sites with approximately 50 or more parking spaces.

• Roadside Fixed Object Density – The major roadside fixed objects along the study corridor consist of utility poles, lighting poles, signs, landscaping, and/or street furniture located along both sides of SR 885/Second Avenue throughout the study limits. The roadside fixed object density was estimated by dividing the number of utility poles or other major objects along both sides of the roadway by the segment length in miles.


• Offset to Roadside Fixed Objects – The offset to fixed objects throughout the corridor varied and were generally estimated by segment based on aerial reviews. Estimates ranged from 2 feet to 10 feet.

Compiling the information above, the overall input data categories required for segment and

intersection analyses via PennDOT’s HSM Analysis Tool are illustrated in the sample screenshots

below (Exhibits E4 and E5). Corresponding project-specific inputs are documented in the detailed

worksheets that follow (Exhibits E6 and E7).

Exhibit E4: PennDOT HSM Analysis Tool – Sample Input Screen (Segments)


Exhibit E5: PennDOT HSM Analysis Tool – Sample Input Screen (Intersections)

Exhibit E6: HSM Project-Specific Input Summary (Segments)

From To

Maj

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KABC PDO KABC PDO KABC PDO

A H012 SEG 0010/2640 (Second Ave at 10th St Br) H012 SEG 0020/0000 (Second Ave at Brady St) 2U 4815 0.91 15,000 35 N 0 0 2 0 0 0 1 Y 85 2 N 0 0 0 0 2 3

B H012 SEG 0020/0000 (Second Ave at Brady St) H012 SEG 0020/1700 3T 1590 0.30 18,100 35 N 0 0 2 0 0 0 0 Y 120 5 N 0 0 3 0 0 1

C H012 SEG 0020/1700 SR 885 SEG 0300/0000 (SR 885 at Bates St) 4U 2570 0.49 17,300 35 N 0 0 3 0 0 0 0 Y 95 5 N 0 0 2 1 0 0

D SR 885 SEG 0310/0000 (Bates St at Blvd of the Allies) SR 885 SEG 0300/0300 (Bates St at I-376 Interchange Ramps) 2U 1430 0.27 14,800 25 N 0 0 0 0 0 0 0 Y 145 2 N 0 0 0 4 4 9

E SR 885 SEG 0300/0300 (Bates St at I-376 Interchange Ramps) SR 885 SEG 0290/0000 (Second Ave at Swinburne St) 4U 2710 0.51 14,500 35 N 0 0 0 0 1 0 2 Y 85 10 N 0 0 0 0 0 0

F SR 885 SEG 0290/0000 (Second Ave at Swinburne St) SR 885 SEG 0270/0000 (SR 885 at Hazelwood Ave) 3T 6050 1.15 12,300 25 N 0 4 0 1 4 5 1 Y 80 5 N 2 4 0 0 1 0

G SR 885 SEG 0270/0000 (SR 885 at Hazelwood Ave) SR 885 SEG 0250/0000 2U 4748 0.90 16,500 25 Y 0 8 0 2 15 8 2 Y 165 5 N 6 5 5 6 7 3

H SR 885 SEG 0250/0000 SR 885 SEG 0230/0900 4D 2708 0.51 17,600 25 N 0 0 0 0 0 0 0 Y 45 2 N 0 1 2 2 0 1

Multi-Vehicle(Driveway-Related)

Multi-Vehicle(Non-Driveway)

Single-Vehicle

SR 885/Second Ave Multimodal Corridor Study - PennDOT HSM Spreadsheet Tool Input SummaryUrban and Surburban Arterials Segment Data

Segm

ent #

SR 885/Second Ave

Segm

ent T

ype

(2U

, 3T,

4U

, 4D

, 5T)

Leng

th o

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men

t (ft.

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easu

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goo

gle

earth

Leng

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men

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AA

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(Bot

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)

Post

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peed

Lim

it(

30

mph

OR

> 3

0 m

ph)

On-

Stre

et P

arki

ng?

Roadside and Other DataExisting Crash Data (2013-2017)

Exhibit E7: HSM Project-Specific Input Summary (Intersections)

# of

App

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with

Left-

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Lan

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L/T

Phas

ing:

Leg

1 (S

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# of

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# of

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KABC PDO KABC PDO

1 H012 (Second Ave) 10th Street Bridge/Armstrong Tunnel H012 SEG 0010/2640 sig 4SG 13,150 November 2018 ADT along SR 885 10,700 November 2018 ADT along SR 885 Y 2 E/P E/P Pro Pm 1 0 N 1,170 4 3 0 0 2 4 1 0 1 0 8

2 H012 (Second Ave) Brady St H012 SEG 0020/0000 sig 4SG 16,550 November 2018 ADT along SR 885 5,700 November 2018 ADT along SR 885 Y 2 Pm Pm Pm Pm 0 0 N 30 3 2 0 0 2 3 1 1 1 0 8

3 H012 (Second Ave) Technology Dr H012 SEG 0020/2200 sig 3SG 17,700 November 2018 ADT along SR 885 2,100 November 2018 ADT along SR 885 Y 1 - Pro Pro - 1 0 N 80 5 2 1 0 2 2 0 0 0 0 4

4 H012 (Second Ave) Middle Access Dr H012 SEG 0020/3170 sig 3SG 16,300 November 2018 ADT along SR 885 600 November 2018 ADT along SR 885 Y 1 - Pro Pro - 0 0 N 350 5 2 2 1 0 1 0 0 0 0 1

5 H012 (Second Ave) Bates St SR 885 SEG 0300/0000 sig 4SG 16,900 November 2018 ADT along SR 885 15,900 November 2018 ADT along SR 885 Y 2 Pro Pro Pro Pro 2 4 N 960 5 4 1 3 2 7 0 1 1 0 11

6 Bates St I-376 Interchange Ramps SR 885 SEG 0300/0300 unsig 4ST 15,000 November 2018 ADT along SR 885 7,100 November 2018 ADT along SR 885 Y 1 1 0 N 980 4 3 1 3 1 1 3 8 1 1 2 0 15

7 Bates St Blvd of the Allies SR 885 SEG 0310/0000 sig 4SG 12,200 November 2018 ADT along SR 885 25,200 November 2018 ADT along SR 885 Y 1 - - Pm - 0 0 N 1,260 5 6 0 4 5 8 0 0 2 0 15

8 SR 885 (Second Ave) Hot Metal Bridge SR 885 SEG 0291/1844 sig 3SG 17,550 November 2018 ADT along SR 885 16,400 November 2018 ADT along SR 885 Y 2 - E/P Pro - 1 0 N 280 4 3 1 3 13 9 2 2 0 0 26

9 SR 885 (Second Ave) Bridgeside Dr SR 885 SEG 0291/1353 sig 3SG 14,200 November 2018 ADT along SR 885 1,200 November 2018 ADT along SR 885 Y 0 - Pm Pro - 0 0 N 0 4 1 0 0 0 0 0 0 0 0 0

10 SR 885 (Second Ave) Irvine St/Greenfield Ave SR 885 SEG 0280/1755 sig 4SG 13,500 November 2018 ADT along SR 885 14,500 November 2018 ADT along SR 885 Y 1 Pm Pm E/P Pm 1 0 N 110 3 4 0 1 2 3 4 9 0 0 18

11 Greenfield Ave Frazier St H048 SEG 0010/0675 unsig 4ST 10,600 November 2018 ADT along SR 885 6,300 November 2018 ADT along SR 885 Y 0 0 0 N 210 4 7 0 1 0 0 0 0 0 0 0 0 0

12 SR 885 (Second Ave) Hazelwood Ave SR 885 SEG 0270/0000 sig 4SG 14,000 November 2018 ADT along SR 885 5,300 November 2018 ADT along SR 885 Y 1 Pm Pm Pm PM 0 3 N 180 3 10 0 0 3 2 1 2 1 0 9

13 SR 885 (Second Ave) Flowers Ave SR 885 SEG 00260/0315 sig 3SG 15,950 November 2018 ADT along SR 885 1,100 November 2018 ADT along SR 885 Y 0 Pm - - Pro 0 1 N 230 2 9 0 0 2 1 1 0 3 0 7

14 SR 885 (Second Ave) Tecumseh St SR 885 SEG 0250/3682 sig 4SG 16,200 November 2018 ADT along SR 885 400 November 2018 ADT along SR 885 Y 0 Pm Pm Pm Pm 0 4 N 2,580 2 7 1 0 6 1 0 0 3 0 10

15 SR 885 (Second Ave) Elizabeth St SR 885 SEG 0250/3142 sig 4SG 16,250 November 2018 ADT along SR 885 800 November 2018 ADT along SR 885 Y 0 Pm Pm Pm Pm 0 4 N 1,820 2 10 1 0 1 7 0 0 1 0 9

16 SR 885 (Second Ave) Johnston Ave SR 885 SEG 0250/2767 unsig 3ST 16,200 November 2018 ADT along SR 885 1,300 November 2018 ADT along SR 885 Y 0 0 0 N 280 2 8 1 0 0 0 2 5 0 0 1 0 8

17 SR 885 (Second Ave) Mansion St SR 885 SEG 0250/1872 sig 3SG 16,550 November 2018 ADT along SR 885 1,400 November 2018 ADT along SR 885 Y 0 Pm - - Pro 0 1 N 630 2 9 1 0 2 4 0 0 0 0 6

18 SR 885 (Second Ave) Glenwood Ave SR 885 SEG 0250/0587 sig 3SG 17,300 November 2018 ADT along SR 885 800 November 2018 ADT along SR 885 Y 0 Pm - - Pro 0 1 N 320 2 6 0 0 0 2 1 0 0 0 3

SR 885/Second Ave Multimodal Corridor Study - PennDOT HSM Spreadsheet Tool Input SummaryUrban and Surburban Arterials Intersection Data

Int # Major Road Minor Road

Traf

fic C

ontr

ol T

ype

(Sig

nal v

s. U

nsig

naliz

ed)

Inte

rsec

tion

Type

(3ST

, 4ST

, 3SG

, 4SG

)

AADT Major AADT Major Source AADT

Minor AADT Minor K-Factor Source

Inte

rsec

tion

Ligh

ting?

Signalized Intersections Unsignalized Intersections Single-Vehicle

PennDOT Route / Segment / Offset

Existing Crash Data (2013-2017)

Tota

l Cra

shes

Ped

Bik

e

Multi-Vehicle


HSM SUMMARY REPORTS Based on the preceding assumptions and Project Safety Performance Summary Reports

generated by PennDOT’s HSM Analysis Tool, summary findings for the analysis segments and

intersections are highlighted below (and detailed in the attached output worksheets).

On a corridor-wide basis, the summary report for the total project indicates that the overall

expected crashes per year do not exceed the total predicted crashes per year, implying that the

corridor as whole operates similar to or better than comparable facilities (Exhibit E8).

Exhibit E8: HSM Performance Summary (Corridor-Wide)

Category Predicted

Crashes / Yr

Observed

Crashes / Yr

Expected

Crashes / Yr

Potential for

Safety

Improvement

Fatal and Injury Crashes 153.04 21.80 48.21 -104.83

Property Damage Only Crashes 131.61 24.60 25.26 -106.35

Total Crashes 284.65 46.40 73.47 -211.19

On a segment-specific basis, all eight roadway segments were reported as performing similar to

or better than comparable facilities (Exhibit E9).

Exhibit E9: HSM Performance Summary (by Segment)

Study Segment Predicted

Crashes / Yr

Observed

Crashes / Yr

Expected

Crashes / Yr

Potential for

Safety

Improvement

A H012 (Second Ave)

(10th St Br to Brady St) 40.58 1.00 3.88 -36.70

B H012 (Second Ave)

(Brady St to West of Bates St) 16.48 0.80 2.82 -13.67

C H012 (Second Ave)

(West of Bates St to Bates St) 19.45 0.60 2.32 -17.13

D SR 885

(Blvd of the Allies to I-376 Ramps 24.20 3.40 5.54 -18.66

E SR 885

(Bates St at I-376 Ramps to Swinburne St) 12.45 0.00 1.46 -10.98

F SR 885

(Swinburne St to Hazelwood Ave) 32.09 1.40 3.97 -28.12

G SR 885

(Hazelwood Ave to north of Glenwood Br) 81.61 6.40 10.45 -71.16

H SR 885

(north of Glenwood Br to SR 837) 12.41 1.20 2.57 -9.84


On an intersection-specific basis, six intersections (highlighted in Exhibit E10) were flagged as

having positive potential for safety improvements.

Exhibit E10: HSM Performance Summary (by Intersection)

Study Intersection Predicted

Crashes / Yr

Observed

Crashes / Yr

Expected

Crashes / Yr

Potential for

Safety

Improvement

1 H012 (Second Ave) at

10th St Br/Armstrong Tunnel 4.58 1.60 3.12 -1.46

2 H012 (Second Ave) at Brady St 3.40 1.60 2.48 -0.92

3 H012 (Second Ave) at Technology Dr 1.64 0.80 1.35 -0.29

4 H012 (Second Ave) at Middle Access Dr 1.24 0.20 0.95 -0.29

5 H012 (Second Ave) at Bates St 4.64 2.20 3.71 -0.93

6 Bates St at I-376 Interchange Ramps 1.78 3.00 2.29 0.51

7 Bates St at Blvd of the Allies 5.24 3.00 4.43 -0.81

8 SR 885 (Second Ave) at Hot Metal Br 3.13 5.20 4.34 1.22

9 SR 885 (Second Ave) at Bridgeside Dr 1.24 0.00 0.85 -0.40

10 SR 885 (Second Ave) at

Irvine St / Greenfield Ave 4.86 3.60 4.24 -0.62

11 Greenfield Ave at Frazier Ave 1.44 0.00 0.96 -0.48

12 SR 885 (Second Ave) at Hazelwood Ave 3.03 1.80 2.50 -0.53

13 SR 885 (Second Ave) at Flowers Ave 1.48 1.40 1.48 0.00

14 SR 885 (Second Ave) at Tecumseh St 1.54 2.00 1.77 0.23

15 SR 885 (Second Ave) at Elizabeth St 1.86 1.80 1.95 0.09

16 SR 885 (Second Ave) at Johnston Ave 1.19 1.60 1.34 0.14

17 SR 885 (Second Ave) at Mansion St 1.64 1.20 1.53 -0.11

18 SR 885 (Second Ave) at Glenwood Ave 1.43 0.60 1.17 -0.26

Table Note: Shading indicates intersections with a potential for safety improvement.


Details at the flagged intersection locations include the following:

• Intersection 6 – Bates Street at the I-376 Interchange Ramps: This location is a stop-

controlled, high-volume, and often congested junction for travel between I-376 to/from

the east, the Oakland area to/from the north, and the Second Avenue corridor to/from

the south. During peak periods, it can be impacted by queue spillback from downstream

congestion affecting the I-376 eastbound on-ramps, plus congestion at the nearby Bates

Street intersection with Second Avenue, less than 250’ to the south. Rear End and Angle

crash types were common, and two pedestrian crashes were noted at this location.

• Intersection 8 – Second Avenue at Hot Metal Bridge: This location is a signalized, high-

volume, T-intersection that serves as an important access point not just along the

Second Avenue corridor, but also between the South Side, Oakland area, and I-376 via

nearby connections along Bates Street, less than 500’ to the north. Congestion, queue

spillback, and periodic intersection blockages along Second Avenue between the Hot

Metal Bridge and Bates Street can be significant. The area also provides an important

pedestrian/bicycle linkage to the surrounding trail network via ramp connections to the

Hot Metal Bridge and the related trail overpass above Second Avenue. Rear End and

Angle crash types were common.

• Intersections 13-16 – Second Avenue through Hazelwood at Flowers Avenue,

Tecumseh Street, Elizabeth Street, and Johnston Avenue: This cluster of closely-

spaced intersections is located at the center of Hazelwood’s downtown business stretch.

Multimodal usage through this area involves vehicular traffic along Second Avenue;

Hazelwood residential, commercial, and community activities (e.g. The Hazelwood

Center and library); heavily-used on-street parking; active transit stops; and multiple

signalized and unsignalized pedestrian crossings. Within this 4-6 block area, 11

pedestrian crashes were noted, which accounts for almost 60% of the total pedestrian

crash count for the corridor.

HSM OUTPUT WORKSHEETS Project Safety Performance Summary Reports generated by PennDOT’s HSM Analysis Tool,

including project total findings, segment details, and intersection details, are attached on the

following pages for reference.

125.56 113.71 239.28

6.80 8.00 14.80

24.48 8.53 33.01

27.48 23.25 45.38

15.00 16.60 31.60

23.73 16.73 40.46

153.04 131.61 284.65

21.80 24.60 46.40

48.21 25.26 73.47

Total Project Summary

No Observed Crash Data Provided

Predicted Average Annual Crash Frequency (crashes/yr)

*Note: "Other Crashes" include animal, overturn, parked vehicle, noncollisions, and other single-/multiple-vehicle crashes

Segments Fatal and Injury

Property Damage

OnlyTotal

Property Damage

OnlyTotal


Observed Average Annual Crash Frequency (crashes/yr)

Expected Average Annual Crash Frequency (crashes/yr)

Potential for Safety Improvement (PSI) -104.83 -106.35 -211.19

Project DescriptionDate




Intersections Fatal and Injury



Total Fatal and Injury

Property Damage

OnlyTotal

Project Safety Performance Summary Report

SR 885/Second Avenue Multimodal Corridor Study1/11/20192019Site Level AnalysisUrban/Suburban Arterials

153.0421.8048.21

Total CrashesProject Totals

Predicted Average Annual Crash FrequencyObserved Average Annual Crash FrequencyExpected Average Annual Crash Frequency

Fatal and Injury Crashes

131.61 284.6524.60 46.4025.26 73.47

Facility Type(s)

Property Damage Only Crashes

Analysis YearAnalysis Type

153.04131.61

284.65

21.80 24.6046.4048.21

25.26

73.47

0.000

50.000

100.000

150.000

200.000

250.000

300.000

Fatal and Injury Property Damage Only Total

Ave

rage

Ann

ual C

rash

Fre

que

ncy

Summary of Average Safety Performance for the Project (crashes/year)

Predicted Average AnnualCrash Frequency(crashes/year)

Observed Average AnnualCrash Frequency(crashes/year)

Expected Average AnnualCrash Frequency(crashes/year)

Project Total: Observed Crashes by Crash Type

Head-On

Rear-End

Angle

Sideswipe

Fixed Object/Run-Off-RoadOther Object

Driveway-Related

Pedestrian

Bicycle

Other*

Project Total: Predicted Crashes by Crash Type

Head-On

Rear-End

Angle

Sideswipe

Fixed Object/Run-Off-RoadOther Object

Driveway-Related

Pedestrian

Bicycle

Other*

Project DescriptionDateAnalysis YearAnalysis TypeFacility Type(s)

Segment Name

Segment 1Segment 2Segment 3Segment 4Segment 5Segment 6Segment 7Segment 8Segment 9Segment 10Segment 11Segment 12Segment 13Segment 14Segment 15Segment 16Segment 17Segment 18Segment 19Segment 20Segment 21Segment 22Segment 23Segment 24Segment 25Segment 26Segment 27Segment 28Segment 29Segment 30Segment 31Segment 32Segment 33Segment 34Segment 35Segment 36Segment 37Segment 38Segment 39Segment 40Segment 41Segment 42Segment 43Segment 44Segment 45Segment 46Segment 47Segment 48Segment 49Segment 50

19.45 0.60 2.32

0

0.00 0.00

00 0

250 00

0 00 00 00 0

00 00 00 0

0.00 0.0012.41 1.20 2.57

16.48 0.80 2.82

81.61 6.40 10.45

0.00 0.00

2019

0.00 0.00

0.00 0.00

0 00 00 0

0.00 0.00

Site Level AnalysisUrban/Suburban Arterials

00 00 00

24.20 3.40

32.09 1.40 3.9712.45 0.00 1.46

0.00 0.00

0.00 0.00

0.00 0.000.00 0.00

0.00 0.00

0.00 0.000.00 0.000.00 0.00

0.00 0.000.00 0.000.00 0.00

0.00 0.000.00 0.000.00 0.00

0.00 0.00

0.00 0.000.00 0.00

0.00 0.00

0.00 0.00

0.000.00 0.00

0.00 0.00

0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.000.00

0.00

0

0.00 0.00

0.00

0.00 0.00

0.00 0.000.00 0.000.00 0.00

0 0

Project Safety Performance Detailed ReportUrban and Suburban Arterials

SR 885/Second Avenue Multimodal Corridor Study1/11/2019

0 0

0.00 0.000.00 0.000.00 0.00

0

Urban and Suburban Arterials: Segments

PennDOT Segment

PennDOT Offset

10 264020 020 1700310 0300 300290 0270 0

Potential for Safety Improvement

-36.70-13.67-17.13-18.66

40.58 1.00 3.88

Total Predicted Crashes

Total Observed Crashes

Total Expected Crashes

5.54

00

0 00 00 00 0

-10.98-28.12-71.16-9.84

0 0

0 00 00 00 00 0

0 0

0 0

0 0

0

00 00 00 0

0 00 00 00 00 0

0.00

Project DescriptionDateAnalysis YearAnalysis TypeFacility Type(s)

Intersection Name

Intersection 1Intersection 2Intersection 3Intersection 4Intersection 5Intersection 6Intersection 7Intersection 8Intersection 9Intersection 10Intersection 11Intersection 12Intersection 13Intersection 14Intersection 15Intersection 16Intersection 17Intersection 18Intersection 19Intersection 20Intersection 21Intersection 22Intersection 23Intersection 24Intersection 25Intersection 26Intersection 27Intersection 28Intersection 29Intersection 30Intersection 31Intersection 32Intersection 33Intersection 34Intersection 35Intersection 36Intersection 37Intersection 38Intersection 39Intersection 40Intersection 41Intersection 42Intersection 43Intersection 44Intersection 45Intersection 46Intersection 47Intersection 48Intersection 49Intersection 50

1.64 0.80 1.353.40 1.60 2.48

4.64 2.20 3.711.24 0.20 0.95

Total Predicted Crashes

Total Observed Crashes

4.58 1.60 3.12

1.79 3.00

Total Expected Crashes

5.24 3.00 4.43

1.44 0.00 0.964.86 3.60 4.241.24 0.00 0.85

2.30

3.13 5.20 4.34

1.64 1.20 1.531.19 1.60 1.341.86 1.80 1.951.54 2.00 1.771.48 1.40 1.483.03 1.80 2.50

0.00 0.00 0.00

Project Safety Performance Detailed ReportUrban and Suburban Arterials

SR 885/Second Avenue Multimodal Corridor Study

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.001.43 0.60 1.17

0.00 0.00

0.00 0.00 0.000.00 0.00 0.000.00 0.00 0.00

0.00 0.00 0.000.00 0.00 0.000.00 0.00

0.00 0.00 0.00

0.00 0.00 0.000.00 0.00 0.00

0.00

1/11/2019

0.00 0.00 0.000.00 0.00 0.00

00 00 0

0 00 00 00 00 0

-0.11-0.260.000.000.000.000.000.000.00

1.22

0.000.00 0.00 0.00

Second Avenue Tecumseh StreetSecond Avenue Elizabeth StreetSecond Avenue Johnston AvenueSecond Avenue Mansion StSecond Avenue Glenwood Avenue

Second Avenue

0.00 0.00

0.00

Bridgeside DriveSecond AvenueIrvine Street/Greenfield Avenue

Greenfield Avenue Frazier StreetSecond Avenue Hazelwood AvenueSecond Avenue Flowers Avenue

0 00 00

0.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.000.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.000.00 0.00 0.000.00 0.00 0.00

Urban and Suburban Arterials: Intersections

Second Avenue Middle Access DriveSecond Avenue Bates Street

Bates Street

Major Road

0.00 0.00 0.00

Second Avenue Hot Metal Bridge

00 00 00 0

0 00 00 00 00 00 00

0 00 0

0 00 00 00 00 0

0 00 00 00 00 0

0.00

Potential for Safety Improvement

-1.46-0.92-0.29-0.29-0.930.51-0.81

2019Site Level AnalysisUrban/Suburban Arterials

Minor Road

Second Avenue10th Street Bridge/Armstrong TunnelSecond Avenue Brady StreetSecond Avenue Technology Drive

I-376 Interchange RampsBates Street The Boulevard of the Allies

0.00

-0.40-0.62-0.48-0.530.000.230.090.14

0.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.00

Appendix F Cross-Section Measurements

TRAVEL LANE TRAVEL LANE

SIDEWALK

17'-6" 17'-6"

35'-0"

8"

SLOPE

SIDEWALK

8'-0"

8"

SLOPE

1 - SR 0885 TYPICAL SECTION SB

VESPUCIUS ST TO GLENWOOD BRIDGE

NOT TO SCALE

7'-0"

TO

6'-0"


SIDEWALK

17'-6" 17'-6"

35'-0"

8"

SLOPE

SIDEWALK

8"

SLOPE


MELANCTHON ST TO VESPUCIUS ST

NOT TO SCALE

12'-0"

TO

9'-6"

11'-6"

TO

7'-0"


SIDEWALK

17'-6" 17'-6"

35'-0"

8"

SLOPE

SIDEWALK

8"

SLOPE


HAZELWOOD AVE TO MELANCTHON ST

NOT TO SCALE

12'-0"

TO

8'-0"

12'-0"

TO

9'-0"

TRAVEL LANE

SIDEWALK

16'-0" 9'-0"

36'-0"

8"

SLOPE

8"

SLOPE


TURN LANE

11'-0"

TRAVEL LANE

100' BEFORE HAZELWOOD AVE

NOT TO SCALE

10'-0" 3'-0" BERM

OR

7'-0" SIDEWALK

TRAVEL LANE

SIDEWALK

13'-0" 13'-0"

39'-0"

8"

SLOPE

8"

SLOPE


13'-0"

TRAVEL LANETRAVEL LANE

GUIDERAIL

FENCE OR

TO MINDEN ST

250' EAST OF GREENFIELD AVE

NOT TO SCALE

9'-0"

TO

5'-0"

TRAVEL LANE

SIDEWALK

13'-0" 13'-0"

39'-0"

8"

SLOPE

8"

SLOPE


13'-0"

TRAVEL LANE

6'-0"

TURN LANE

GREENFIELD AVE TO 250' EAST

NOT TO SCALE

OR BERM

GUIDERAIL

FENCE OR

TRAVEL LANE

12'-6" 10'-6"

SLOPE

SIDEWALK

8"

SLOPE


10'-0"

TRAVEL LANE

WALL

RETAINING

12"

6'-6"

WALL

4'-6"

LANE

BIKE TRAVEL LANE

SWINBURNE ST TO GREENFIELD AVE

NOT TO SCALE

~38'-0"

10'-0"

40'-0"

SLOPE

SIDEWALK

8"

SLOPE


10'-0"

TRAVEL LANE

WALL

RETAINING

12"

6'-6"

TRAVEL LANE

10'-0"

TRAVEL LANE

10'-0"

TRAVEL LANE

FENCE

OR

WALL

HOT METAL ST TO SWINBURNE ST

58'-0"

SLOPE

SIDEWALK

8"

SLOPE


12'-0"

TRAVEL LANE

WALL

RETAINING

6'-0"

12'-0"

TRAVEL LANE

12'-0"

TRAVEL LANE

SIDEWALK

6'-0"

8"

10'-0"

TO

0'-0"

LEFT TURN LANE

12'-0"

TRAVEL LANE

BATES ST TO HOT METAL ST

58'-0"

SLOPE

8"

SLOPE

12'-0"

TRAVEL LANE

WALL

RETAINING

4'-0"

12'-0"

TRAVEL LANE

12'-0"

TRAVEL LANE

SIDEWALK

8'-0"

8"

10'-0"

TO

0'-0"

LEFT TURN LANE

12'-0"

TRAVEL LANE

BERM


EB BEFORE BATES ST

NOT TO SCALE

58'-0"

SLOPE

8"

SLOPE

12'-0"

TRAVEL LANE

WALL

RETAINING

6'-0"

12'-0"

TRAVEL LANE

12'-0"

TRAVEL LANE

SIDEWALK

12'-6"

8"

10'-0"

TO

0'-0"

LEFT TURN LANE

12'-0"

TRAVEL LANE


SIDEWALK

OR

BERM

MIDDLE ACCESS DR TO 200' EAST

NOT TO SCALE

58'-0"

SLOPE

8"

SLOPE

12'-0"

TRAVEL LANE

WALL

RETAINING

6'-0"

12'-0"

TRAVEL LANE

12'-0"

TRAVEL LANE

SIDEWALK

8'-0"

8"

12'-0"

TRAVEL LANE


SIDEWALK

OR

BERM

TECHNOLOGY DR TO MIDDLE ACCESS DR

NOT TO SCALE

LEFT TURN LANE

OR

GORE

10'-0"


58'-6"

SLOPE

8"

SLOPE

12'-0"

TRAVEL LANE

WALL

RETAINING

13'-0"

TRAVEL LANE

11'-6"

TRAVEL LANE

SIDEWALK

6'-0"

8"

12'-0"

TRAVEL LANE

10'-0"

GORE

SIDEWALK

6'-0"

600'+ WEST OF/TO TECHNOLOGY DR

NOT TO SCALE


39'-0"

SLOPE

8"

SLOPE

10'-0"

TRAVEL LANE

WALL

RETAINING

14'-0"

TRAVEL LANE

8"

11'-0"

TRAVEL LANE

4'-0"

GORE

SIDEWALK

6'-0"

250' EAST OF STEEL DYNAMICS TO 600'+ WEST OF TECHNOLOGY DR

NOT TO SCALE


42'-0"

SLOPE

8"

SLOPE

11'-0"

TRAVEL LANE

WALL

RETAINING

10'-6"

TRAVEL LANE

8"

10'-0"

TRAVEL LANE

SIDEWALK

6'-0"

STEEL DYNAMICS DR TO 250' EAST

NOT TO SCALE

10'-6"

LEFT TURN LANE


42'-6"

SLOPE

8"

SLOPE

14'-0"

TRAVEL LANE

13'-6"

TRAVEL LANE

8"

SIDEWALK

6'-0"

GORE

OR

LEFT TURN LANE

15'-0"

ADJACENT HIGHWAY

OR

WALL

RETAINING

EAST OF 10TH ST BRIDGE TO STEEL DYNAMICS DR

NOT TO SCALE

appendix a - wordpress.com...almono lp 2 pa 837 pedestrian bridge new pedestrian bridge on sr 837...

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