Supporting Documentation · Jun 3, 2026
20 2026 01 21 Eagle Rock Ave and Oval Road Laurel Avenue Traffic Signal Design Report
2fd96061f763c297bef412dcd09909a5e693b90afd9f7782b6169b9eadec4966Indexed text · page 70
Show all pagesLanes, Volumes, Timings 2027 Build (Signalized) 2: Crestmont Country Club Drwy/Oval Road & Eagle Rock Avenue (CR 611) PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.31 0.31 0.30 0.03 0.01 0.19 0.42 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 74 (82%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.42 Intersection Signal Delay (s/veh): 12.2 Intersection LOS: B Intersection Capacity Utilization 62.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: Crestmont Country Club Drwy/Oval Road & Eagle Rock Avenue (CR 611) Scenario 2 2027 Build (Signalized) 10:26 am 01/21/2026 PM Peak Hour Synchro 12 Report Langan Page 6
File revisions (1)
- Sep 29, 2026
2fd96061f7634,671,243 bytes