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HomeMy WebLinkAboutApplication Files_85048_pg0100 Lanes, Volumes, Timings Fed-Ex Distribution Center, South Windsor ' 7: Route 194 & Rye Street 2013 Background PM Peak Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations 'fit T Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 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 0.95 1.00 1.00 1.00 1.00 ' Frt 0.995 0.893 Flt Protected 0.950 0.990 Satd. Flow(prot) 1770 3539 1853 0 1647 0 ' Flt Permitted 0.187 0.990 Satd. Flow(perm) 348 3539 1853 0 1647 0 Right Turn on Red Yes Yes ' Satd. Flow(RTOR) 4 179 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 Link Distance (ft) 405 2851 3707 Travel Time (s) 9.2 64.8 84.3 Volume(vph) 215 553 544 22 43 165 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 ' Adj. Flow(vph) 234 601 591 24 47 179 Lane Group Flow(vph) 234 601 615 0 226 0 Turn Type custom Protected Phases 1 1 3 ' Permitted Phases 2 2 2 3 Detector Phases 1 1 2 3 Minimum Initial (s) 4.0 4.0 4.0 4.0 ' Minimum Split(s) 8.0 8.0 21.0 9.0 Total Split(s) 12.0 12.0 29.0 0.0 19.0 0.0 Total Split(%) 20.0% 20.0% 48.3% 0.0% 31.7% 0.0% Yellow Time (s) 3.0 3.0 3.0 3.0 All-Red Time (s) 0.0 0.0 2.0 2.0 Lead/Lag Lead Lead Lag Lead-Lag Optimize? ' Recall Mode None None None None Act Effct Green (s) 28.3 34.3 20.6 9.0 Actuated g/C Ratio 0.60 0.73 0.44 0.18 v/c Ratio 0.53 0.23 0.75 0.50 Uniform Delay, d1 3.3 2.9 11.3 3.7 Control Delay 9.8 3.8 17.4 8.3 Queue Delay 0.0 0.0 0.0 0.0 ' Total Delay 9.8 3.8 17.4 8.3 LOS A A B A Approach Delay 5.5 17.4 8.3 ' Approach LOS A B A Queue Length 50th (ft) 19 26 140 13 Queue Length 95th (ft) #78 62 #343 61 ' 12/2/2010 Synchro 6 Report Bubaris Traffic Associates Page 1