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437 <br /> Lanes, Volumes, Timings <br /> 120: Old NC 86 & 1-40 EB Ramp 1I08/05/2020 <br /> -11 --1, 4--- t t <br /> Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations +T r t <br /> Traffic Volume(vph) 121 4 66 0 0 0 0 522 92 511 426 0 <br /> Future Volume(vph) 121 4 66 0 0 0 0 522 92 511 426 0 <br /> Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br /> Storage Length(ft) 0 200 0 0 0 0 0 0 <br /> Storage Lanes 0 1 0 0 0 0 1 0 <br /> Taper Length(ft) 100 100 100 100 <br /> Lane Util. 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 /> Frt 0.850 0.980 <br /> Flt Protected 0.954 0.950 <br /> Satd. Flow(prot) 0 1777 1583 0 0 0 0 1825 0 1770 1863 0 <br /> Flt Permitted 0.954 0.950 <br /> Satd. Flow(perm) 0 1777 1583 0 0 0 0 1825 0 1770 1863 0 <br /> Right Turn on Red No No No No <br /> Satd. Flow(RTOR) <br /> Link Speed(mph) 55 55 45 45 <br /> Link Distance(ft) 1173 557 452 723 <br /> Travel Time(s) 14.5 6.9 6.8 11.0 <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 /> Adj. Flow(vph) 134 4 73 0 0 0 0 580 102 568 473 0 <br /> Shared Lane Traffic(%) <br /> Lane Group Flow(vph) 0 138 73 0 0 0 0 682 0 568 473 0 <br /> Enter Blocked Intersection No No No No No No No Yes No No Yes No <br /> Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right <br /> Median Width(ft) 0 0 24 24 <br /> Link Offset(ft) 0 0 0 0 <br /> Crosswalk Width(ft) 16 16 16 16 <br /> Two way Left Turn Lane <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 9 15 9 15 9 <br /> Number of Detectors 1 2 1 2 1 2 <br /> Detector Template Left Thru Right Thru Left Thru <br /> Leading Detector(ft) 20 100 20 100 20 100 <br /> Trailing Detector(ft) 0 0 0 0 0 0 <br /> Detector 1 Position(ft) 0 0 0 0 0 0 <br /> Detector 1 Size(ft) 20 6 20 6 20 6 <br /> Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+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 /> Detector 2 Position(ft) 94 94 94 <br /> Detector 2 Size(ft) 6 6 6 <br /> Detector 2 Type CI+Ex CI+Ex CI+Ex <br /> Detector 2 Channel <br /> Detector 2 Extend(s) 0.0 0.0 0.0 <br /> Turn Type Perm NA Perm NA Prot NA <br /> Protected Phases 4 2 1 6 <br /> Permitted Phases 4 4 <br /> Hillsborough Industrial Site 4:00 pm 03/19/2020 2023 Build-Improved PM Synchro 10 Report <br /> Stantec Page 5 <br />