20 2026 01 21 Eagle Rock Ave and Oval Road Laurel Avenue Traffic Signal Design Report

Eagle Rock Ave & Crestmont County Club - TMC Tue May 14, 2024 Forced Peak (5 PM - 6 PM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles Provided by: Tri-State Traffic Data, on Crosswalk) Inc. All Movements 184 Baker Road, ID: 1187483, Location: 40.812619, -74.268966 Coatesville, PA, 19320, US Leg Eagle Rock Ave Eagle Rock Ave Crestmont Country Club Direction Eastbound Westbound Northbound Time T R U App Ped* L T U App Ped* L R U App Ped* Int 2024-05-14 5:00PM 194 0 0 194 1 0 121 0 121 0 5 1 0 6 0 321 5:15PM 184 0 0 184 0 0 134 0 134 0 5 0 0 5 0 323 5:30PM 166 0 0 166 0 0 122 0 122 0 1 1 0 2 0 290 5:45PM 162 0 0 162 0 0 108 0 108 0 3 1 0 4 0 274 Total 706 0 0 706 1 0 485 0 485 0 14 3 0 17 0 1208 % Approach 100% 0% 0% - - 0% 100% 0% - - 82.4% 17.6% 0% - - - % Total 58.4% 0% 0% 58.4% - 0% 40.1% 0% 40.1% - 1.2% 0.2% 0% 1.4% - - PHF 0.910 - - 0.910 - - 0.905 - 0.905 - 0.700 0.750 - 0.708

40.1% 0% 40.1% - 1.2% 0.2% 0% 1.4% - - PHF 0.910 - - 0.910 - - 0.905 - 0.905 - 0.700 0.750 - 0.708 - 0.935 Lights 701 0 0 701 - 0 483 0 483 - 14 3 0 17 - 1201 % Lights 99.3% 0% 0% 99.3% - 0% 99.6% 0% 99.6% - 100% 100% 0% 100% - 99.4% Articulated Trucks and Single-Unit Trucks 5 0 0 5 - 0 0 0 0 - 0 0 0 0 - 5 % Articulated Trucks and Single-Unit Trucks 0.7% 0% 0% 0.7% - 0% 0% 0% 0% - 0% 0% 0% 0% - 0.4% Buses 0 0 0 0 - 0 2 0 2 - 0 0 0 0 - 2 % Buses 0% 0% 0% 0% - 0% 0.4% 0% 0.4% - 0% 0% 0% 0% - 0.2% Pedestrians - - - - 1 - - - - 0 - - - - 0 % Pedestrians - - - - 100% - - - - - - - - - - - Bicycles on Crosswalk - - - - 0 - - - - 0 - - - - 0 % Bicycles on Crosswalk - - - - 0% - - - - - - - - - - - * Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 7 of 8

Eagle Rock Ave & Crestmont County Club - TMC Tue May 14, 2024 Forced Peak (5 PM - 6 PM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles Provided by: Tri-State Traffic Data, on Crosswalk) Inc. All Movements 184 Baker Road, ID: 1187483, Location: 40.812619, -74.268966 Coatesville, PA, 19320, US 1 [W] Eagle Rock Ave [E] Eagle Rock Ave Out: 499 In: 485 485 Total: 1205 Total: 1194 Out: 709 In: 706 706 3 14 Out: 0 In: 17 Total: 17 [S] Crestmont Country Club 8 of 8

APPENDIX B TRAFFIC SIGNAL WARRANT ANALYSIS

Signal Warrant SIGNAL Volume Worksheets WARRANT VOLUME - WestWORKSHEET Essex Highlands LLC Table 1 - Existing Traffic Volumes Eagle Rock and Oval EB WB SB Weeday Time Left Thru Thru Right Left Right 7:00 AM 24 316 499 18 69 89 8:00 AM 37 478 702 28 45 66 9:00 AM 30 319 394 34 38 63 10:00 AM 33 294 341 25 34 49 11:00 AM 44 319 387 14 33 62 12:00 PM 48 378 408 19 26 49 1:00 PM 48 379 359 17 31 55 2:00 PM 36 405 480 20 44 45 3:00 PM 66 588 513 18 44 64 4:00 PM 57 584 487 15 49 53 5:00 PM 90 658 461 19 38 63 6:00 PM 59 493 418 28 31 29 Table 2 - No-Build Traffic Volumes Eagle Rock and Oval EB WB SB Weeday Time Left Thru Thru Right Left Right 7:00 AM 30 393 620 22 86 111 8:00 AM 46 594 872 35 56 82 9:00 AM 37 396 489 42 47 78 10:00 AM 41 365 424 31 42 61 11:00 AM 55 396 481 17 41 77 12:00 PM 60 470 507 24 32 61 1:00 PM 60 471 446 21 39 68 2:00 PM 45 503 596 25

70 507 24 32 61 1:00 PM 60 471 446 21 39 68 2:00 PM 45 503 596 25 55 56 3:00 PM 82 730 637 22 55 80 4:00 PM 71 726 605 19 61 66 5:00 PM 112 817 573 24 47 78 6:00 PM 73 612 519 35 39 36 Weeday Time SITEHIGHLANDS, WEST ESSEX CAR LLC Enter Exit Total 7:00 AM 42 141 183 8:00 AM 38 128 166 9:00 AM 22 74 96 10:00 AM 18 61 79 11:00 AM 18 61 79 12:00 PM 60 38 98 1:00 PM 57 37 94 2:00 PM 51 32 83 3:00 PM 63 41 104 4:00 PM 93 60 153 5:00 PM 122 78 200 6:00 PM 117 74 191 Table 3- Site-Generated Trips WEST ESSEX HIGHLANDS, LLC Eagle Rock and Oval EB WB SB Weeday Time Left Thru Thru Right Left Right 7:00 AM 25 0 0 17 56 85 8:00 AM 23 1 1 15 51 77 9:00 AM 13 2 2 9 30 44 10:00 AM 11 3 3 7 24 37 11:00 AM 11 4 4 7 24 37 12:00 PM 36 5 5 24 15 23 1:00 PM 34 6 6 23 15 22 2:00 PM 31 7 7 20 13 19 3:00 PM 38 8 8 25 16

6 23 15 22 2:00 PM 31 7 7 20 13 19 3:00 PM 38 8 8 25 16 25 4:00 PM 56 9 9 37 24 36 5:00 PM 73 10 10 49 31 47 6:00 PM 70 11 11 47 30 44 Table 4 - Build Eagle Rock and Oval EB WB SB Weeday Time Left Thru Thru Right Left Right 7:00 AM 55 393 620 39 142 196 8:00 AM 69 595 873 50 107 159 9:00 AM 50 398 491 51 77 122 10:00 AM 52 368 427 38 66 98 11:00 AM 66 400 485 24 65 114 12:00 PM 96 475 512 48 47 84 1:00 PM 94 477 452 44 54 90 2:00 PM 76 510 603 45 68 75 3:00 PM 120 738 645 47 71 105 4:00 PM 127 735 614 56 85 102 5:00 PM 185 827 583 73 78 125 6:00 PM 143 623 530 82 69 80

Warrants Summary Report 1: Eagle Rock Avenue (CR 611) and Oval Road/Crestmont Drwy Intersection Information: Major Street Minor Street Street Name Eagle Rock Avenue (CR 611) Oval Road Direction EB/WB SB Number of Lanes 2 1 Approach Speed 30 30 Warrant Met? Notes Warrant 1, Eight-Hour Vehicular Volume Yes Condition A or B Met? Yes 11 Hours met (8 required) Condition A and B Met? Yes 12 Hours met (8 required) Warrant 2, Four-Hour Vehicular Volume Yes 11 Hours met (4 required) Warrant 3, Peak Hour Yes Condition A Met? No 0 Hours met (1 required) Condition B Met? Yes 5 Hours met (1 required) 1 6/20/2024 Federal 2003

Warrant 1: Eight-hour Vehicular Volume 1: Eagle Rock Avenue (CR 611) and Oval Road/Crestmont Drwy Intersection Information: Major Street Name: Eagle Rock Avenue (CR 611) Major Street Direction: EB/WB Minor Street Direction: SB WARRANT 1 MET? Yes Details: Condition A Met? Yes 8 Hours met (8 required) at 100% Condition B Met? Yes 11 Hours met (8 required) at 100% Hour Major Street Vehicles High Volume Minor 100% Standard Met? 80% Standard Met? (Total of Both Approaches) Approach Vehicles Cond. A OR Cond. B Cond. A AND Cond. B Condition A Condition B Condition A Condition B 100% 100% 80% 80% Column Column Column Column 07:00 to 08:00 1,107 338 Yes* Yes* Yes* Yes* Condition A Volume >= 100% Yes Volume >= 100% Yes column (600)? column (150)? Volume >= 80% Yes Volume >= 80% Yes column (480)? column (120)? Condition B Volume >= 100% Yes Volume >= 100% Yes column (900)? column (75)? Volume >= 80% Yes Volume >= 80% Yes column (720)? column (60)? 08:00 to 09:00 1,587 266 Yes* Yes* Yes* Yes* Condition A Volume >= 100% Yes Volume >= 100% Yes column (600)? column (150)? Volume >= 80% Yes Volume >= 80% Yes column (480)? column (120)? Condition B Volume >= 100% Yes Volume >= 100% Yes column (900)? column (75)? Volume >= 80% Yes Volume >= 80% Yes

Volume >= 100% Yes Volume >= 100% Yes column (900)? column (75)? Volume >= 80% Yes Volume >= 80% Yes column (720)? column (60)? 09:00 to 10:00 989 199 Yes* Yes* Yes* Yes* Condition A Volume >= 100% Yes Volume >= 100% Yes column (600)? column (150)? Volume >= 80% Yes Volume >= 80% Yes column (480)? column (120)? Condition B Volume >= 100% Yes Volume >= 100% Yes column (900)? column (75)? Volume >= 80% Yes Volume >= 80% Yes column (720)? column (60)? 1 6/20/2024 Federal 2003