Orange County NC Website
West Orange Site - Addendum #1 Phase 2 - Build Saturday - Trip Gen. & Dist. Adjust. <br />7: US-70/I-40 Connector Road & Site Driveway/Ben Johnston 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 13 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)33 16 699 60 16 4 449 176 41 4 179 35 <br />Future Volume (vph)33 16 699 60 16 4 449 176 41 4 179 35 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)425 0 200 0 300 0 140 0 <br />Storage Lanes 1 1 1 0 2 0 1 0 <br />Taper Length (ft)100 100 100 300 <br />Satd. Flow (prot)1805 1900 1615 1770 1812 0 3433 3437 0 1770 3451 0 <br />Flt Permitted 0.743 0.746 0.950 0.601 <br />Satd. Flow (perm)1412 1900 1615 1390 1812 0 3433 3437 0 1120 3451 0 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)247 4 46 16 <br />Link Speed (mph)30 45 45 45 <br />Link Distance (ft)700 839 455 816 <br />Travel Time (s)15.9 12.7 6.9 12.4 <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 />Heavy Vehicles (%)0% 0% 0% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph)37 18 777 67 22 0 499 242 0 4 238 0 <br />Number of Detectors 1 1 1 1 1 1 1 1 1 <br />Detector Template Left <br />Leading Detector (ft)40 40 40 20 40 40 106 40 106 <br />Trailing Detector (ft)0 0 0 0 0 0 100 0 100 <br />Detector 1 Position(ft)0 0 0 0 0 0 100 0 100 <br />Detector 1 Size(ft)40 40 40 20 40 40 6 40 6 <br />Detector 1 Type Cl+Ex Cl+Ex Cl+Ex 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 0.0 0.0 0.0 <br />Detector 1 Queue (s)0.0 0.0 0.0 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 0.0 0.0 0.0 <br />Turn Type Perm NA pm+ov Perm NA Prot NA Perm NA <br />Protected Phases 4 5 8 5 2 6 <br />Permitted Phases 4 4 8 6 <br />Detector Phase 4 4 5 8 8 5 2 6 6 <br />Switch Phase <br />Minimum Initial (s)7.0 7.0 7.0 7.0 7.0 7.0 12.0 12.0 12.0 <br />Minimum Split (s)15.0 15.0 14.0 15.0 15.0 14.0 20.0 20.0 20.0 <br />Total Split (s)19.0 19.0 75.0 19.0 19.0 75.0 101.0 26.0 26.0 <br />Total Split (%)15.8% 15.8% 62.5% 15.8% 15.8%62.5% 84.2%21.7% 21.7% <br />Yellow Time (s)5.0 5.0 5.0 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 2.0 2.0 2.0 <br />Lost Time Adjust (s)-2.0 -2.0 -2.0 -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 5.0 5.0 5.0 <br />Lead/Lag Lag Lag Lead Lead <br />Lead-Lag Optimize?Yes Yes Yes Yes <br />Recall Mode None None None None None None C-Max C-Max C-Max <br />Act Effct Green (s)12.2 12.2 84.4 12.2 12.2 70.0 101.6 25.6 25.6 <br />Actuated g/C Ratio 0.10 0.10 0.70 0.10 0.10 0.58 0.85 0.21 0.21 <br />v/c Ratio 0.26 0.09 0.64 0.48 0.12 0.25 0.08 0.02 0.32 <br />Control Delay 53.5 48.9 8.3 61.7 43.0 7.0 0.8 41.5 40.2 <br />Queue Delay 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 53.5 48.9 8.4 61.7 43.0 7.0 0.8 41.5 40.2 <br />LOS D D A E D A A D D <br />Approach Delay 11.3 57.0 4.9 40.3 <br />Approach LOS B E A D <br />Queue Length 50th (ft)27 13 164 49 13 59 6 3 80 <br />Queue Length 95th (ft)61 36 252 97 39 47 7 13 121 <br />Internal Link Dist (ft)620 759 375 736 <br />Turn Bay Length (ft)425 200 300 140 <br />Base Capacity (vph)164 221 1209 162 214 2002 2915 238 747 <br />Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 <br />Spillback Cap Reductn 0 0 32 0 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.23 0.08 0.66 0.41 0.10 0.25 0.08 0.02 0.32 <br />Intersection Summary <br />914