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HomeMy WebLinkAboutApplication Files_85048_pg0070 Lanes, Volumes, Timings ' 7: Route 194 & Rye Street 12/2/2010 ' Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations tt 16 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 Fit Protected 0.950 0.996 Satd. Flow(prot) 1770 3539 1850 0 1623 0 ' Fit Permitted 0.229 0.996 Satd. Flow(perm) 427 3539 1850 0 1623 0 Right Turn on Red Yes Yes ' Satd. Flow(RTOR) 5 303 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) 78 456 500 26 21 279 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 ' Adj. Flow(vph) 85 496 543 28 23 303 Lane Group Flow(vph) 85 496 571 0 326 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) 26:2 30.3 19.2 8.9 Actuated g/C Ratio 0.55 0.64 0.40 0.19 v/c Ratio 0.20 0.22 0.76 0.59 Uniform Delay, d1 3.4 3.5 11.8 1.1 Control Delay 4.8 4.2 17.1 6.5 ' Queue Delay 0.0 0.0 0.0 0.0 Total Delay 4.8 4.2 17.1 6.5 LOS A A B A Approach Delay 4.2 17.1 6.5 ' Approach LOS A B A Queue Length 50th (ft) 6 19 114 5 Queue Length 95th (ft) 24 54 #285 61 ' Fed-Ex Distribution Center, South Windsor 12/1/2010 2010 Existing AM Peak Synchro 6 Report Bubaris Traffic Associates Page 1