Traffic Report

Intersection of Eagle Rock Avenue and Laurel Avenue PM 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 31.6 C 33.9 D 37.5 D 38.3 Eagle Rock Ave EB RT C 28.2 C 30.3 C 32.5 C 33.3 Eagle Rock Ave EB Approach C 29.7 C 31.9 C 34.7 D 35.5 Eagle Rock Ave WB LT B 19.9 C 22.9 C 26.0 C 28.3 Eagle Rock Ave WB Thru B 14.8 B 16.4 B 16.9 B 17.4 Eagle Rock Ave WB Approach B 17.2 B 19.4 C 21.2 C 22.5 Laurel Ave NB LT D 43.3 D 43.2 D 43.1 D 43.1 Laurel Ave NB RT C 26.1 C 27.9 C 29.1 C 30.2 Laurel Ave NB Approach D 35.9 D 36.4 D 36.8 D 37.1 Overall For C 28.9 C 30.4 C 31.9 C 32.7 Intersection Segment of Eagle Rock Avenue between Laurel Avenue and Oval Road PM Peak Hour Levels of Service No-Build Build 350 Build 550 Build 683 Level Through

val Road PM 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 C 4.44 C 5.94 C 6.16 C 6.09 Westbound D 14.78 D 16.38 D 16.93 D 17.37 19