Traffic Report

Intersection of Eagle Rock Avenue and Oval Road Signalized 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 A 5.2 A 8.0 A 8.8 A 8.9 EB LT Eagle Rock Ave A 3.6 A 4.1 A 4.0 A 3.9 EB Thru Eagle Rock Ave A 4.5 A 6.2 A 6.6 A 6.7 EB Approach Eagle Rock Ave C 20.1 C 21.0 C 21.3 C 21.4 WB Thru Eagle Rock Ave B 19.5 C 20.3 C 20.7 C 20.7 WB RT Eagle Rock Ave B 19.8 C 20.6 C 20.9 C 21.0 WB Approach Oval Road C 29.7 C 29.7 C 30.0 C 30.1 SB LT Oval Road C 30.5 C 31.0 C 31.5 C 32.0 SB RT Oval Road C

SB LT Oval Road C 30.5 C 31.0 C 31.5 C 32.0 SB RT Oval Road C 30.2 C 30.5 C 30.9 C 31.3 SB Approach Overall For B 12.5 B 14.5 B 15.3 B 15.6 Intersection Intersection of Oval Road and Rappleye Court AM Peak Hour Levels of Service Existing No-Build Build 350 Build 550 Build 683 Average Average Average Average Average Approach/ Level Level Level Level Level Control Control Control Control Control Movement of of of of of Delay Delay Delay Delay Delay Service Service Service Service Service (sec/veh) (sec/veh) (sec/veh) (sec/veh) (sec/veh) Rapleye Court WB Approach A 9.5 A 9.6 B 10.4 B 10.9 B 11.3 Oval Road SB LT A 8.3 A 8.3 A 8.5 A 8.5 A 8.6 Oval Road SB Approach - 0.1 - 0.1 - 0.1 - 0.0 - 0.0 20