Dearborn County Transportation Assessment Complete ... - OKI

Cole Ln.txtHCS2000: Two-Lane Highways Release 4.1dPhone:E-Mail:Fax:___________________Two-Way Two-Lane Highway Segment Analysis__________________AnalystSteve BrinckAgency/Co.Parsons BrinckerhoffDate Performed 08/21/03Analysis Time PeriodHighwayCole LnFrom/ToJurisdictionAnalysis Year 2003Description___________________________________Input Data_________________________________Highway class Class 2Shoulder width 0.0 ft Peak-hour factor, PHF 0.92Lane width 9.0 ft % Trucks and buses 2 %Segment length 2.7 mi % Recreational vehicles 4 %Terrain type Rolling % No-passing zones 100 %Grade: Length mi Access points/mi 29 /miUp/down %Two-way hourly volume, V 124 veh/hDirectional split 66 / 34 %____________________________Average Travel Speed______________________________Grade adjustment factor, fG 0.71PCE for trucks, ET 2.5PCE for RVs, ER 1.1Heavy-vehicle adjustment factor, 0.967Two-way flow rate,(note-1) vp 196 pc/hHighest directional split proportion (note-2) 129 pc/hFree-Flow Speed from Field Measurement:Field measured speed, SFM 40 mi/hObserved volume, Vf 0 veh/hEstimated Free-Flow Speed:Base free-flow speed, BFFS - mi/hAdj. for lane and shoulder width, fLS - mi/hAdj. for access points, fA - mi/hFree-flow speed, FFS 40.0 mi/hAdjustment for no-passing zones, fnp 3.4 mi/hAverage travel speed, ATS 35.0 mi/h__________________________Percent Time-Spent-Following________________________Page 1