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HomeMy WebLinkAboutApplication Files_85048_pg0104 Lanes, Volumes, Timings Fed-Ex Distribution Center, South Windsor 15: Route 194 & Troy Road 2013 Background PM Peak I ' Lane Group EBL EBT WBT WBR SEL SER Lane Configurations I t 1� Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 ' Storage Length (ft) 85 0 0 0 Storage Lanes 1 0 1 0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 ' Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 Turning Speed (mph) 15 9 15 9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 ' Frt 0.969 0.971 Fit Protected 0.950 0.962 Satd. Flow(prot) 1770 1863 1805 0 1740 0 ' Fit Permitted 0.189 0.962 Satd. Flow(perm) 352 1863 1805 0 1740 0 Right Turn on Red Yes Yes Satd. Flow(RTOR) 32 15 ' Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 Link Distance (ft) 648 802 7228 ' Travel Time (s) 14.7 18.2 164.3 Volume (vph) 91 576 556 168 112 30 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 99 626 604 183 122 33 ' Lane Group Flow(vph) 99 626 787 0 155 0 Turn Type custom Protected Phases 1 1 4 Permitted Phases 2 2 2 4 Detector Phases 1 1 2 4 Minimum Initial (s) 4.0 4.0 25.0 9.0 Minimum Split (s) 8.0 8.0 30.0 13.0 Total Split(s) 11.0 11.0 50.0 0.0 19.0 0.0 Total Split(%) 13.8% 13.8% 62.5% 0.0% 23.8% 0.0% ' Yellow Time (s) 3.0 3.0 3.0 3.0 All-Red Time (s) 0.0 0.0 2.0 1.0 Lead/Lag Lead Lead Lag Lead-Lag Optimize? ' Recall Mode Max Max Min None Act Effct Green (s) 41.9 47.3 34.4 11.2 Actuated g/C Ratio 0.68 0.76 0.55 0.17 ' v/c Ratio 0.24 0.44 0.77 0.50 Uniform Delay, d1 2.5 3.3 10.6 22.8 Control Delay 4.9 5.3 15.3 26.9 Queue Delay 0.0 0.0 0.0 0.0 ' Total Delay 4.9 5.3 15.3 26.9 LOS A A B C Approach Delay 5.2 15.3 26.9 ' Approach LOS A B C Queue Length 50th (ft) 9 80 214 48 Queue Length 95th (ft) 25 170 407 119 12/2/2010 Synchro 6 Report Bubaris Traffic Associates Page 1