Loading...
HomeMy WebLinkAboutApplication Files_85048_pg0106 Lanes, Volumes, Timings Fed-Ex Distribution Center, South Windsor 1: Route 194 & Route 5 2013 Combined AM Peak ' Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 41� 1 4 r I ++ r M 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 0.991 0.850 0.850 0.998 Flt Protected 0.984 0.950 0.958 0.950 0.950 Satd. Flow(prot) 0 1816 0 1681 1695 1583 1770 3539 1583 3433 3532 0 Flt Permitted 0.792 0.316 0.344 0.200 0.353 Satd. Flow(perm) 0 1462 0 559 609 1583 373 3539 1583 1276 3532 0 Right Turn on Red Yes Yes Yes Yes ' Satd. Flow(RTOR) 3 315 362 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) 17 32 4 436 29 402 5 392 333 266 827 11 ' 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) 18 35 4 474 32 437 5 426 362 289 899 12 Lane Group Flow(vph) 0 57 0 237 269 437 5 426 362 289 911 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) 13.6 13.6 0.0 41.0 41.0 11.4 11.4 24.0 41.0 11.4 24.0 0.0 Total Split(%) 15.1% 15.1% 0.0% 45.6% 45.6% 12.7% 12.7% 26.7% 45.6% 12.7% 26.7% 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) 9.3 37.0 37.0 45.2 30.1 22.7 63.7 30.1 22.7 Actuated g/C Ratio 0.10 0.41 0.41 0.50 0.33 0.25 0.71 0.33 0.25 v/c Ratio 0.37 1.03 1.08 0.46 0.02 0.48 0.30 0.48 1.02 Control Delay 43.2 97.5 107.9 3.8 19.6 31.8 1.2 23.2 71.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' Total Delay 43.2 97.5 107.9 3.8 19.6 31.8 1.2 23.2 71.8 LOS D F F A B C A C E Approach Delay 43.2 57.0 17.8 60.1 ' Approach LOS D E B E Queue Length 50th (ft) 29 -153 -181 20 2 113 0 59 -327 Queue Length 95th (ft) 67 #304 #341 51 9 161 25 89 #451 Internal Link Dist(ft) 1008 768 1040 1776 ' Turn Bay Length (ft) Base Capacity(vph) 159 230 250 952 239 893 1227 605 893 12/31/2010 Synchro 6 Report Bubaris Traffic Associates Page 1