The URL can be used to link to this page

Home My WebLink AboutApplication Files_85048_pg0075 Lanes, Volumes, Timings ' 15: Route 194 & Troy Road 12/2/2010 ' Lane Group EBL EBT WBT WBR SEL SER Internal Link Dist(ft) 568 722 7148 Turn Bay Length (ft) 85 ' Base Capacity(vph) 490 1393 1159 427 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 6 0 0 0 ' Reduced v/c Ratio 0.05 0.36 0.57 0.41 Intersection Summary ' Area Type: Other Cycle Length: 80 Actuated Cycle Length: 58.2 ' Natural Cycle: 55 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.68 Intersection Signal Delay: 11.3 Intersection LOS: B ' Intersection Capacity Utilization 48.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 15: Route 194 &Troy Road 01 I 02 " 04 4`5. L'-=mil— stf ' Fed-Ex Distribution Center, South Windsor 12/1/201 0 2010 Existing AM Peak Synchro 6 Report Bubaris Traffic Associates Page 2