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HomeMy WebLinkAboutApplication Files_85048_pg0090 Lanes, Volumes, Timings Fed-Ex Distribution Center, South Windsor ' 7: Route 194 & Rye Street 2013 Background AM Peak -A ' Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations tt 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 0.993 0.875 Flt Protected 0.950 0.996 Satd. Flow(prot) 1770 3539 1850 0 1623 0 ' Flt Permitted 0.204 0.996 Satd. Flow(perm) 380 3539 1850 0 1623 0 Right Turn on Red Yes Yes ' Satd. Flow(RTOR) 5 317 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) 82 477 523 27 22 292 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 89 518 568 29 24 317 Lane Group Flow(vph) 89 518 597 0 341 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) 27.2 31.3 20.0 9.0 Actuated g/C Ratio 0.56 0.64 0.41 0.19 v/c Ratio 0.21 0.23 0.78 0.61 Uniform Delay, d1 3.3 3.5 12.0 1.1 Control Delay 5.0 4.1 18.3 6.6 ' Queue Delay 0.0 0.0 0.0 0.0 Total Delay 5.0 4.1 18.3 6.6 LOS A A B A Approach Delay 4.3 18.3 6.6 Approach LOS A B A Queue Length 50th (ft) 6 20 129 6 Queue Length 95th (ft) 25 56 #335 62 ' 12/2/2010 Synchro 6 Report Bubaris Traffic Associates Page 1