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Supporting Documentation · Jul 30, 2024

Traffic Report

Preserved file SHA-2565b8e2b1acb10006811dd51d8d266ce09ebe4eb3368329f2be038a9cf8aaa163c

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Page 111

Intersection of Eagle Rock Avenue and Laurel Avenue AM Peak Hour Levels of Service No-Build Build 350 Build 550 Build 683 Average Average Average Average Approach/ Level Level Level Level Control Control Control Control Movement of of of of Delay Delay Delay Delay Service Service Service Service (sec/veh) (sec/veh) (sec/veh) (sec/veh) Eagle Rock Ave EB Thru C 24.8 C 27.1 C 29.5 C 30.4 Eagle Rock Ave EB RT C 21.0 C 22.8 C 24.3 C 25.1 Eagle Rock Ave EB Approach C 22.6 C 24.6 C 26.4 C 27.3 Eagle Rock Ave WB LT B 17.9 C 21.7 C 26.2 C 32.8 Eagle Rock Ave WB Thru A 7.7 A 7.5 A 7.1 A 6.9 Eagle Rock Ave WB Approach B 13.6 B 15.7 B 18.1 C 21.9 Laurel Ave NB LT D 39.5 D 39.5 D 39.5 D 39.5 Laurel Ave NB RT C 30.0 C 30.3 C 30.5 C 30.6 Laurel Ave NB Approach D 35.4 D 35.4 D 35.4 D 35.5 Overall For C 21.2 C 22.6 C 24.2 C 26.4 Intersection Segment of Eagle Rock Avenue between Laurel Avenue and Oval Road AM Peak Hour Levels of Service No-Build Build 350 Build 550 Build 683 Level Through

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val Road AM Peak Hour Levels of Service No-Build Build 350 Build 550 Build 683 Level Through Level Through Level Through Level Through Direction of Delay of Delay of Delay of Delay Service (sec/veh) Service (sec/veh) Service (sec/veh) Service (sec/veh) Eastbound B 3.19 C 4.76 C 6.42 C 7.61 Westbound C 7.69 C 7.45 C 7.07 C 6.92 17

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