Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Jul 30, 2024

Traffic Report

Preserved file SHA-2565b8e2b1acb10006811dd51d8d266ce09ebe4eb3368329f2be038a9cf8aaa163c

Indexed text · page 60

Show all pages
Page 60

Lanes, Volumes, Timings 2027 Build 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) AM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Reduced v/c Ratio 0.57 0.81 0.21 0.46 0.45 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow, Master Intersection Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay (s/veh): 17.1 Intersection LOS: B Intersection Capacity Utilization 84.4% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) Scenario 1 2027 Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 3

File revisions (1)