Traffic Report

1 123 0 0 124 316 Total 0 0 0 0 0 706 15 0 0 721 5 549 0 0 554 1275 Approach % 0.0 0.0 0.0 - - 97.9 2.1 0.0 - - 0.9 99.1 0.0 - - - Total % 0.0 0.0 0.0 - 0.0 55.4 1.2 0.0 - 56.5 0.4 43.1 0.0 - 43.5 - PHF 0.000 0.000 0.000 - 0.000 0.910 0.536 0.000 - 0.920 0.625 0.915 0.000 - 0.911 0.932 Lights 0 0 0 - 0 689 15 0 - 704 5 541 0 - 546 1250 % Lights - - - - - 97.6 100.0 - - 97.6 100.0 98.5 - - 98.6 98.0 Buses 0 0 0 - 0 6 0 0 - 6 0 1 0 - 1 7 % Buses - - - - - 0.8 0.0 - - 0.8 0.0 0.2 - - 0.2 0.5 Trucks 0 0 0 - 0 11 0 0 - 11 0 7 0 - 7 18 % Trucks - - - - - 1.6 0.0 - - 1.5 0.0 1.3 - - 1.3 1.4 Bicycles on - - - 0 - - - - 0 - - - - 0 - - Crosswalk % Bicycles on - - - - - - - - - - - - - - - - Crosswalk Pedestrians - - - 0 - - - - 0 - - - - 0 - - % Pedestrians - - - - - - - - - - - - - - - -

West Orange, NJ www.TSTData.com Laurel Ave & Crestmont Country Tri-State Traffic Data, Inc Count Name: Laurel Ave & Club Crestmont Country Club Tuesday, May 14, 2024 Coatesville, PA, Pennsylvania, United States 19320 Site Code: Location: 40.811924, - 610-466-1469 Start Date: 05/14/2024 74.273607 Serving Transportiation Professionals Since 1995 Page No: 6 Laurel Ave [SB] Out In Total 689 546 1235 6 1 7 11 7 18 0 0 0 0 0 0 706 554 1260 541 5 0 0 1 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 549 5 0 0 T L U P R 0

R 0 0 0 0 0 0 Peak Hour Data Crestmont County Club [W Out 20 20 0 0 0 0 L 0 0 0

0 0 0 0 0 05/14/2024 4:00 PM In 0 0 0 0 0 0 Ending At 05/14/2024 5:00 PM U 0 0 0 0 0

0 0 0 Lights Total 20 20 0 0 0 0 Buses Trucks P Bicycles on Crosswalk 0 0 0 0 0 0

0 0 Pedestrians U T R P 0 689 15 0 0 6 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 706 15 0 541 704 1245 1 6 7 7 11 18 0 0 0 0 0 0 549 721 1270 Out In Total Laurel Ave [NB] Turning Movement Peak Hour Data Plot (4:00 PM)

APPENDIX C TIMING DIRECTIVE

prey e¢| FOF PY POF il | L bi | 2 | wes MIL Fen_poyar 1B ' ~ PPY! | zt {|e} ti) Spo _ cneyedt i B Z D e I : | i ec i Sy BAABANT HSated | &D { p i ip a | [anneus TUN) [PORT + Sey B97) NorssesuPtne Dts! ee easet: .

APPENDIX D CAPACITY ANALYSIS WORKSHEETS

Lanes, Volumes, Timings 2027 No-Build 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) AM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 278 435 452 357 282 270 Future Volume (vph) 278 435 452 357 282 270 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 120 0 0 Storage Lanes 0 1 1 1 Taper Length (ft) 50 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Frt 0.909 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 3210 0 1752 3574 1770 1568 Flt Permitted 0.234 0.950 Satd. Flow (perm) 3210 0 432 3574 1770 1568 Right Turn on Red Yes Yes Satd. Flow (RTOR) 458 284 Link Speed (mph) 40 40 35 Link Distance (ft) 265 386 204 Travel Time (s) 4.5 6.6 4.0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 1% 3% 3% 1% 2% 3% Adj. Flow (vph) 293 458 476 376 297 284 Shared Lane Traffic (%) Lane Group Flow (vph) 751 0 476 376 297 284 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 10 12 12 Link Offset(ft) 0 0 25 Crosswalk Width(ft) 35 10 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning