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HomeMy WebLinkAboutApplication Files_85048_pg0077 Lanes, Volumes, Timings ' 1: Route 194 & Route 5 12/2/2010 ' Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 4 r tt r 11 0 ' Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 ' Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.95 Frt 0.994 0.850 0.850 0.999 ' Flt Protected 0.985 0.950 0.963 0.950 0.950 Satd. Flow(prot) 0 1824 0 1681 1704 1583 1770 3539 1583 3433 3536 0 Flt Permitted 0.811 0.312 0.369 0.302 0.220 Satd. Flow(perm) 0 1502 0 552 653 1583 563 3539 1583 795 3536 0 I ' Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 2 302 388 1 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1088 848 1120 1856 Travel Time (s) 24.7 19.3 25.5 42.2 ' Volume(vph) 27 55 4 334 48 368 5 653 361 332 414 4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 29 60 4 363 52 400 5 710 392 361 450 4 Lane Group Flow(vph) 0 93 0 182 233 400 5 710 392 361 454 0 Turn Type custom custom custom custom custom custom Protected Phases 1 1 4 1 Permitted Phases 8 8 4 4 4 2 2 2 2 2 ' Detector Phases 8 8 4 4 1 1 2 4 1 2 Minimum Initial (s) 5.0 5.0 9.0 9.0 5.0 5.0 15.0 9.0 5.0 15.0 Minimum Split(s) 11.6 11.6 15.8 15.8 11.4 11.4 21.8 15.8 11.4 21.8 ' Total Split(s) 15.4 15.4 0.0 41.0 41.0 11.4 11.4 22.2 41.0 11.4 22.2 0.0 Total Split(%) 17.1% 17.1% 0.0% 45.6% 45.6% 12.7% 12.7% 24.7% 45.6% 12.7% 24.7% 0.0% Yellow Time (s) 3.6 3.6 3.6 3.6 3.0 3.0 5.0 3.6 3.0 5.0 All-Red Time(s) 3.0 3.0 3.2 3.2 3.4 3.4 1.8 3.2 3.4 1.8 ' Lead/Lag Lead Lead Lag Lead Lag Lead-Lag Optimize? Recall Mode None None None None None None C-Max None None C-Max ' Act Effct Green (s) 10.8 35.0 35.0 43.2 30.7 23.3 62.3 30.7 23.3 Actuated g/C Ratio 0.12 0.39 0.39 0.48 0.34 0.26 0.69 0.34 0.26 v/c Ratio 0.51 0.85 0.92 0.44 0.02 0.78 0.32 0.74 0.50 Uniform Delay, d1 37.4 25.1 26.1 1.8 18.0 32.1 0.0 20.0 29.4 Control Delay 45.2 52.3 58.0 3.4 20.6 41.0 1.4 33.1 32.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.2 52.3 58.0 3.4 20.6 41.0 1.4 33.1 32.8 ' LOS D D E A C D A C C Approach Delay 45.2 29.9 26.9 32.9 Approach LOS D C C C Queue Length 50th (ft) 49 93 124 15 2 213 1 78 124 ' Queue Length 95th (ft) 98 #222 #275 41 10 #333 29 #122 176 Internal Link Dist(ft) 1008 768 1040 1776 Turn Bay Length (ft) ' Fed-Ex Distribution Center, South Windsor 12/1/2010 2010 Existing PM Peak Synchro 6 Report Bubaris Traffic Associates Page 1