Orange County NC Website
Browse       Search
West Orange Site - Addendum #1 Phase 2 - Build Saturday - Trip Gen. & Dist. Adjust. <br />5: US-70/I-40 Connector Road & I-40 EB Service Road 09/10/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 1 Rev - Trip Gen & Dist Adjustment\Phase 2\Synchro\Phase2-Build Sat-AdjustedTripGen&Dist.syn <br />Kimley-Horn Page 9 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)314 4 4 0 0 0 0 44 4 672 40 0 <br />Future Volume (vph)314 4 4 0 0 0 0 44 4 672 40 0 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)400 125 0 0 0 40 400 0 <br />Storage Lanes 1 0 0 0 0 1 1 0 <br />Taper Length (ft)100 25 25 100 <br />Satd. Flow (prot)1681 1683 0 0 0 0 0 1863 1583 1770 1863 0 <br />Flt Permitted 0.950 0.954 0.663 <br />Satd. Flow (perm)1681 1683 0 0 0 0 0 1863 1583 1235 1863 0 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)1 100 <br />Link Speed (mph)50 50 45 45 <br />Link Distance (ft)1140 702 378 714 <br />Travel Time (s)15.5 9.6 5.7 10.8 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Shared Lane Traffic (%) 49% <br />Lane Group Flow (vph) 178 179 0 0 0 0 0 49 4 747 44 0 <br />Number of Detectors 1 1 1 1 1 1 <br />Detector Template Left <br />Leading Detector (ft)20 40 106 40 40 106 <br />Trailing Detector (ft)0 0 100 0 0 100 <br />Detector 1 Position(ft)0 0 100 0 0 100 <br />Detector 1 Size(ft)20 40 6 40 40 6 <br />Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex <br />Detector 1 Channel <br />Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 <br />Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 <br />Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 <br />Turn Type Perm NA NA Perm pm+pt NA <br />Protected Phases 4 2 1 6 <br />Permitted Phases 4 2 6 <br />Detector Phase 4 4 2 2 1 6 <br />Switch Phase <br />Minimum Initial (s)7.0 7.0 12.0 12.0 7.0 12.0 <br />Minimum Split (s)15.0 15.0 19.0 19.0 14.0 19.0 <br />Total Split (s)31.0 31.0 23.0 23.0 66.0 89.0 <br />Total Split (%)25.8% 25.8%19.2% 19.2% 55.0% 74.2% <br />Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 <br />All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 <br />Lost Time Adjust (s)-2.0 -2.0 -2.0 -2.0 -2.0 -2.0 <br />Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 5.0 <br />Lead/Lag Lag Lag Lead <br />Lead-Lag Optimize?Yes Yes Yes <br />Recall Mode None None C-Max C-Max None C-Max <br />Act Effct Green (s)19.8 19.8 53.5 53.5 90.2 90.2 <br />Actuated g/C Ratio 0.16 0.16 0.45 0.45 0.75 0.75 <br />v/c Ratio 0.64 0.64 0.06 0.01 0.70 0.03 <br />Control Delay 56.9 56.7 26.4 0.0 4.8 0.3 <br />Queue Delay 0.0 0.0 0.0 0.0 0.3 0.0 <br />Total Delay 56.9 56.7 26.4 0.0 5.2 0.3 <br />LOS E E C A A A <br />Approach Delay 56.8 24.4 4.9 <br />Approach LOS E C A <br />Queue Length 50th (ft)136 136 21 0 15 1 <br />Queue Length 95th (ft)205 206 62 0 21 m0 <br />Internal Link Dist (ft)1060 622 298 634 <br />Turn Bay Length (ft)400 40 400 <br />Base Capacity (vph)364 365 830 761 1200 1400 <br />Starvation Cap Reductn 0 0 0 0 113 0 <br />Spillback Cap Reductn 0 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.49 0.49 0.06 0.01 0.69 0.03 <br />Intersection Summary <br />Area Type:Other <br />910