Traffic Report

Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) published by the Federal Highway Administration. Warrant 3, Peak Hour (70% Factor) was selected due to field observations indicating that the travel speed on Eagle Rock Avenue is greater than the posted 40 miles per hour speed. The no build AM and PM peak hour approach volumes for the intersection are as follows: Intersection of Eagle Rock Avenue and Oval Road No-Build Approach Volumes No-Build Approach Volumes Peak Hour Eagle Rock Avenue Oval Road EB WB Total SB AM 501 929 1,430 148 PM 855 514 1,369 115 Figure 4C-4 of the MUTCD, Warrant 3, Peak Hour (70% Factor) (A copy of which is included in the Appendix of this report), indicates that for a total peak hour approach volume on the major street of 1,300 vehicles the peak hour approach volume on the minor street must exceed 100 vehicles for an intersection with all two lane approaches. Both no-build AM and PM peak hour volumes satisfy this criteria. Eagle Rock Avenue Traffic Flow Model The Signalized intersections of Eagle Rock Avenue and Laurel Avenue and Eagle Rock Avenue and Oval Road were analyzed as a system using the Highway Capacity Software (HCS 7) traffic capacity model for street segments and intersections developed by the McTrans Center at the University of Florida. For the scenarios in which the intersection of Eagle Rock Avenue and Oval Road is unsignalized in the existing and no-build conditions, the intersection of Eagle Rock Avenue and Laurel Avenue is analyzed as an isolated signalized intersection. The results of the capacity analyses of the weekday AM and PM peak hours for all study area intersections are as follows: 14

Intersection of Eagle Rock Avenue and Laurel Avenue AM Peak Hour Levels of Service Existing * No-Build * Average Average Level Level Approach/Movement Control Control of of Delay Delay Service Service (sec/veh) (sec/veh) Eagle Rock Ave. EB Thru B 18.9 C 23.1 Eagle Rock Ave. EB RT B 17.6 C 21.2 Eagle Rock Ave. EB App. B 18.1 C 22.0 Eagle Rock Ave. WB LT B 12.4 B 19.1 Eagle Rock Ave. WB Thru A 5.6 A 6.1 Eagle Rock Ave. WB App. A 9.5 B 13.6 Laurel Ave. NB LT D 38.2 D 39.5 Laurel Ave NB RT C 30.7 C 30.0 Laurel Ave. NB Approach C 35.0 D 35.4 Overall For Intersection B 17.9 C 21.1 *Analyzed as an isolated intersection. Intersection of Eagle Rock Avenue and Laurel Avenue PM Peak Hour Levels of Service Existing * No-Build * Average Average Level Level Approach/Movement Control Control of of Delay Delay Service Service (sec/veh) (sec/veh) Eagle Rock Ave. EB Thru C 24.9 C 32.7 Eagle Rock Ave. EB RT C 22.9 C 29.2 Eagle Rock Ave. EB App. C 23.7 C 30.7 Eagle Rock Ave. WB LT B 15.9 C 25.6 Eagle Rock Ave. WB Thru A 8.8 A 9.8 Eagle Rock Ave. WB App. B 12.1 B 17.3 Laurel Ave. NB LT D 38.1 D 39.7 Laurel Ave NB RT C 25.5 C 25.1

9.8 Eagle Rock Ave. WB App. B 12.1 B 17.3 Laurel Ave. NB LT D 38.1 D 39.7 Laurel Ave NB RT C 25.5 C 25.1 Laurel Ave. NB Approach C 32.7 C 33.4 Overall For Intersection C 24.3 C 28.3 *Analyzed as an isolated intersection. 15

Intersection of Eagle Rock Avenue and Oval Road UnSignalized AM Peak Hour Levels of Service Existing No-Build Average Average Level Level Approach/Movement Control Control of of Delay Delay Service Service (sec/veh) (sec/veh) Eagle Rock Ave. EB LT B 10.1 B 10.5 Eagle Rock Ave. EB App. - 0.9 - 1.0 Oval Road SB LT E 36.0 F 50.6 Oval Road SB RT B 13.3 B 14.2 Oval Road SB Approach C 21.7 D 27.7 Intersection of Eagle Rock Avenue and Oval Road UnSignalized PM Peak Hour Levels of Service Existing No-Build Average Average Level Level Approach/Movement Control Control of of Delay Delay Service Service (sec/veh) (sec/veh) Eagle Rock Ave. EB LT A 8.7 A 8.9 Eagle Rock Ave. EB App. - 1.2 - 1.3 Oval Road SB LT D 26.9 D 34.8 Oval Road SB RT B 10.5 B 10.8 Oval Road SB Approach C 16.9 C 20.2 16

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

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

Intersection of Eagle Rock Avenue and Oval Road Signalized 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 LT A 3.7 A 6.2 A 8.3 A 9.7 Eagle Rock Ave EB Thru A 2.5 A 3.3 A 4.7 A 5.8 Eagle Rock Ave EB Approach A 3.2 A 4.9 A 6.6 A 7.9 Eagle Rock Ave WB Thru B 12.7 B 15.1 B 16.7 B 17.8 Eagle Rock Ave WB RT B 12.1 B 14.5 B 16.0 B 17.1 Eagle Rock Ave WB Approach B 12.4 B 14.8 B 16.3 B 17.4 Oval Road SB LT C 33.7 C 30.9 C 29.5 C 28.7 Oval Road SB RT D 37.6 D 35.5 C 34.3 C 33.7 Oval Road SB Approach D 36.2 C 33.8 C 32.6 C 31.8 Overall For Intersection B 11.7 B 14.5 B 16.2 B 17.3 18

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

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