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Lanes, Volumes, Timings <br />140: Old NC 86 & Davis Road 08/05/2020 <br />Hillsborough Industrial Site 7:00 am 03/19/2020 2023 Build-Improved AM Synchro 10 Report <br />Stantec Page 8 <br />Lane Group EBL EBR NBL NBT SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 219 23 40 362 287 65 <br />Future Volume (vph) 219 23 40 362 287 65 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 0.987 0.975 <br />Flt Protected 0.957 0.995 <br />Satd. Flow (prot)1759 0 0 1853 1816 0 <br />Flt Permitted 0.957 0.935 <br />Satd. Flow (perm)1759 0 0 1742 1816 0 <br />Right Turn on Red No No <br />Satd. Flow (RTOR) <br />Link Speed (mph) 45 45 45 <br />Link Distance (ft)1029 1406 754 <br />Travel Time (s)15.6 21.3 11.4 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br />Adj. Flow (vph)243 26 44 402 319 72 <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph) 269 0 0 446 391 0 <br />Enter Blocked Intersection No No No Yes Yes No <br />Lane Alignment Left Right Left Left Left Right <br />Median Width(ft)12 0 0 <br />Link Offset(ft)0 0 0 <br />Crosswalk Width(ft)16 16 16 <br />Two way Left Turn Lane <br />Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 <br />Turning Speed (mph) 15 9 15 9 <br />Number of Detectors 1 1 2 2 <br />Detector Template Left Left Thru Thru <br />Leading Detector (ft)20 20 100 100 <br />Trailing Detector (ft)0 0 0 0 <br />Detector 1 Position(ft)0 0 0 0 <br />Detector 1 Size(ft)20 20 6 6 <br />Detector 1 Type 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 <br />Detector 1 Queue (s) 0.0 0.0 0.0 0.0 <br />Detector 1 Delay (s) 0.0 0.0 0.0 0.0 <br />Detector 2 Position(ft)94 94 <br />Detector 2 Size(ft)6 6 <br />Detector 2 Type Cl+Ex Cl+Ex <br />Detector 2 Channel <br />Detector 2 Extend (s) 0.0 0.0 <br />Turn Type Prot Perm NA NA <br />Protected Phases 4 2 6 <br />Permitted Phases 2 <br />Detector Phase 4 2 2 6 <br />Switch Phase <br />Minimum Initial (s) 7.0 12.0 12.0 12.0 <br />73