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Supporting Documentation · Dec 18, 2025

2025 12 04 TIS Rev 4

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Project ID: 25-340178-001 Location: Whole Foods Market Dwy/Woodhull Ave & Eagle Rock Ave/CR 611 Day: Tuesday City: West Orange PEAK HOURS Date: 11/18/2025 AM Whole Foods Market Dwy/Woodhull Ave Whole Foods Market Dwy/Woodhull Ave Eagle Rock Ave/CR 611 Eagle Rock Ave/CR 611 Northbound Southbound Eastbound Westbound Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total Peak Hour Analysis from 07:00 AM - 09:00 AM Peak Hour for Entire Intersection Begins at 07:15 AM 7:15 AM 10 0 3 0 13 5 0 2 0 7 2 164 6 0 172 1 118 11 0 130 322 7:30 AM 1 0 4 0 5 9 0 2 0 11 2 155 9 0 166 1 97 7 0 105 287 7:45 AM 1 0 4 0 5 4 0 1 0 5 5 116 4 0 125 1 119 12 0 132 267 8:00 AM 2 0 3 0 5 7 0 6 0 13 6 117 4 0 127 1 131 18 0 150 295 Total Volume 14 0 14 0 28 25 0 11 0 36 15 552 23 0 590 4 465 48 0 517 1171 % App. Total 50.0 0.0 50.0 0.0 100 69.4 0.0 30.6 0.0 100 2.5 93.6 3.9 0.0 100 0.8 89.9 9.3 0.0 100 PHF 0.538 0.692 0.858 0.862 0.909 Cars, PU, Vans 13 0 14 0 27 20 0 11 0 31 15 518 23 0 556 3 443 45 0 491 1105 %

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0.862 0.909 Cars, PU, Vans 13 0 14 0 27 20 0 11 0 31 15 518 23 0 556 3 443 45 0 491 1105 % Cars, PU, Vans 92.9 0.0 100.0 0.0 96.4 80.0 0.0 100.0 0.0 86.1 100.0 93.8 100.0 0.0 94.2 75.0 95.3 93.8 0.0 95.0 94.4 Buses 1 0 0 0 1 3 0 0 0 3 0 27 0 0 27 1 15 0 0 16 47 %Buses 7.1 0.0 0.0 0.0 3.6 12.0 0.0 0.0 0.0 8.3 0.0 4.9 0.0 0.0 4.6 25.0 3.2 0.0 0.0 3.1 4.0 Duals 0 0 0 0 0 2 0 0 0 2 0 6 0 0 6 0 5 2 0 7 15 %Duals 0.0 0.0 0.0 0.0 0.0 8.0 0.0 0.0 0.0 5.6 0.0 1.1 0.0 0.0 1.0 0.0 1.1 4.2 0.0 1.4 1.3 TTST 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 1 0 3 4 %TTST 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.0 0.4 2.1 0.0 0.6 0.3 PM Whole Foods Market Dwy/Woodhull Ave Whole Foods Market Dwy/Woodhull Ave Eagle Rock Ave/CR 611 Eagle Rock Ave/CR 611 Northbound Southbound Eastbound Westbound Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total Peak Hour Analysis from 04:00 PM - 06:30 PM Peak Hour for Entire Intersection Begins at 04:45 PM 4:45 PM 15 3 9 0 27 54 5 37 0 96 14 127 6 0 147 2 94 65 0 161 431 5:00 PM 5 2 13 0 20 50 1 22 0 73 17 138 6 0 161 3 103 66

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94 65 0 161 431 5:00 PM 5 2 13 0 20 50 1 22 0 73 17 138 6 0 161 3 103 66 0 172 426 5:15 PM 13 3 11 0 27 54 4 20 0 78 22 149 14 0 185 1 92 57 0 150 440 5:30 PM 3 6 11 0 20 58 3 40 0 101 16 132 10 0 158 3 78 65 0 146 425 Total Volume 36 14 44 0 94 216 13 119 0 348 69 546 36 0 651 9 367 253 0 629 1722 % App. Total 38.3 14.9 46.8 0.0 100 62.1 3.7 34.2 0.0 100 10.6 83.9 5.5 0.0 100 1.4 58.3 40.2 0.0 100 PHF 0.870 0.861 0.880 0.914 0.978 Cars, PU, Vans 35 14 44 0 93 215 13 119 0 347 69 532 36 0 637 9 363 253 0 625 1702 % Cars, PU, Vans 97.2 100.0 100.0 0.0 98.9 99.5 100.0 100.0 0.0 99.7 100.0 97.4 100.0 0.0 97.8 100.0 98.9 100.0 0.0 99.4 98.8 Buses 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 2 0 0 2 10 %Buses 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.0 0.0 1.2 0.0 0.5 0.0 0.0 0.3 0.6 Duals 1 0 0 0 1 1 0 0 0 1 0 4 0 0 4 0 1 0 0 1 7 %Duals 2.8 0.0 0.0 0.0 1.1 0.5 0.0 0.0 0.0 0.3 0.0 0.7 0.0 0.0 0.6 0.0 0.3 0.0 0.0 0.2 0.4 TTST 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3

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0.4 TTST 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 %TTST 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.2 0.2

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