Orange County NC Website
West Orange Site Phase 1 - Build PM - Trip Gen. Adjust. <br />3: Mt. Willing Road & I-40 WB Entrance Ramp/I-40 WB Service Road 09/10/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 1 Rev - Trip Gen & Dist Adjustment\Phase 1\Analysis\Synchro\Phase1-Build PM-TripGenAdjust.synSynchro 10 Report <br />Kimley-Horn Page 5 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)0 0 0 171 152 612 16 91 0 0 248 51 <br />Future Volume (vph)0 0 0 171 152 612 16 91 0 0 248 51 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)0 0 280 0 225 0 0 200 <br />Storage Lanes 0 0 1 1 1 0 0 1 <br />Taper Length (ft)25 100 75 25 <br />Satd. Flow (prot)0 0 0 1770 1863 1583 1770 1863 0 0 1863 1583 <br />Flt Permitted 0.950 0.587 <br />Satd. Flow (perm)0 0 0 1770 1863 1583 1093 1863 0 0 1863 1583 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)680 57 <br />Link Speed (mph)50 50 45 45 <br />Link Distance (ft)652 567 655 1860 <br />Travel Time (s)8.9 7.7 9.9 28.2 <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 (%) <br />Lane Group Flow (vph)0 0 0 190 169 680 18 101 0 0 276 57 <br />Enter Blocked Intersection No No No No No No No No No No No No <br />Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right <br />Median Width(ft)12 12 12 12 <br />Link Offset(ft)0 0 0 0 <br />Crosswalk Width(ft)16 16 16 16 <br />Two way Left Turn Lane Yes <br />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 <br />Turning Speed (mph)15 9 15 20 15 9 15 20 <br />Number of Detectors 1 1 1 1 1 1 1 <br />Detector Template <br />Leading Detector (ft)40 40 40 40 106 106 40 <br />Trailing Detector (ft)0 0 0 0 100 100 0 <br />Detector 1 Position(ft)0 0 0 0 100 100 0 <br />Detector 1 Size(ft)40 40 40 40 6 6 40 <br />Detector 1 Type 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 <br />Detector 1 Queue (s)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 <br />Turn Type Perm NA Perm Perm NA NA Perm <br />Protected Phases 8 2 6 <br />Permitted Phases 8 8 2 6 <br />Detector Phase 8 8 8 2 2 6 6 <br />Switch Phase <br />Minimum Initial (s)7.0 7.0 7.0 12.0 12.0 12.0 12.0 <br />Minimum Split (s)15.0 15.0 15.0 20.0 20.0 20.0 20.0 <br />Total Split (s)50.0 50.0 50.0 30.0 30.0 30.0 30.0 <br />Total Split (%)62.5% 62.5% 62.5% 37.5% 37.5%37.5% 37.5% <br />Yellow Time (s)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 <br />Lost Time Adjust (s)-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 <br />Lead/Lag <br />Lead-Lag Optimize? <br />Recall Mode None None None C-Max C-Max C-Max C-Max <br />Act Effct Green (s)19.1 19.1 19.1 50.9 50.9 50.9 50.9 <br />Actuated g/C Ratio 0.24 0.24 0.24 0.64 0.64 0.64 0.64 <br />v/c Ratio 0.45 0.38 0.76 0.03 0.09 0.23 0.06 <br />Control Delay 27.7 26.1 7.7 8.4 7.9 8.5 3.1 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 27.7 26.1 7.7 8.4 7.9 8.5 3.1 <br />LOS C C A A A A A <br />Approach Delay 14.3 8.0 7.6 <br />Approach LOS B A A <br />Queue Length 50th (ft)83 72 0 3 16 49 0 <br />Queue Length 95th (ft)109 98 48 15 52 130 18 <br />Internal Link Dist (ft)572 487 575 1780 <br />803