Dearborn County Transportation Assessment Complete ... - OKI

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N Dearborn.txtGrade adjustment factor, fG 1.00PCE for trucks, ET 1.1PCE for RVs, ER 1.0Heavy-vehicle adjustment factor, fHV 0.998Two-way flow rate,(note-1) vp 91 pc/hHighest directional split proportion (note-2) 65Base percent time-spent-following, BPTSF 7.7 %Adj.for directional distribution and no-passing zones, fd/np 27.4Percent time-spent-following, PTSF 35.1 %________________Level of Service and Other Performance Measures_______________Level of service, LOSEVolume to capacity ratio, v/c 0.03Peak 15-min vehicle-miles of travel, VMT15 354 veh-miPeak-hour vehicle-miles of travel, VMT60 1217 veh-miPeak 15-min total travel time, TT15 10.8 veh-h______________________________________________________________________________Notes:1. If vp >= 3200 pc/h, terminate analysis-the LOS is F.2. If highest directional split vp >= 1700 pc/h, terminateanalysis-the LOS is F.Page 2
N Dearborn2.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 PeriodHighwayNorth Dearborn RdFrom/ToJurisdictionAnalysis Year 2030Description Existing Roads with Future Traffic Volumes___________________________________Input Data_________________________________Highway class Class 1Shoulder width 0.5 ft Peak-hour factor, PHF 0.86Lane width 10.0 ft % Trucks and buses 2 %Segment length 15.6 mi % Recreational vehicles 4 %Terrain type Level % No-passing zones 94 %Grade: Length mi Access points/mi 25 /miUp/down %Two-way hourly volume, V 117 veh/hDirectional split 71 / 29 %____________________________Average Travel Speed______________________________Grade adjustment factor, fG 1.00PCE for trucks, ET 1.7PCE for RVs, ER 1.0Heavy-vehicle adjustment factor, 0.986Two-way flow rate,(note-1) vp 138 pc/hHighest directional split proportion (note-2) 98 pc/hFree-Flow Speed from Field Measurement:Field measured speed, SFM 35 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 35.0 mi/hAdjustment for no-passing zones, fnp 2.2 mi/hAverage travel speed, ATS 31.7 mi/h__________________________Percent Time-Spent-Following________________________Page 1
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Dearborn CountyTransportationAssess
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5.3 TRAFFIC COUNT RECOMMENDATIONS .
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ChapterONEEXISTING CONDITIONS1.1 ST
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Figure 1-1 - Study Area MapDearborn
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DillsboroThe town of Dillsboro was
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1.3.2 EmploymentTable 1B - Study Ar
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1.3.3 EconomicsTotalHouseholdsMedia
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State Route 1SR 1 travels north-sou
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Figure 1-5 - 2001 Annual Average Da
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1.4.2 Intermodal Transportation Opt
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1.6 REVIEW OF RELATED STUDIESNumero
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to US 50. The new roadway will be a
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urban boundary will need to be upda
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Table 2C - Local Roadway Sub-Catego
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Street1ST ST2ND ST3 MILE RDG3RD ST4
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StreetCategory& Sub-CategoryStreetC
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2.3 FUNCTIONAL CLASSIFICATION EXAMP
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Dearborn County Transportation Asse
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Figure 3-1 - Pavement TypeDearborn
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Lane & Shoulder Width DeficienciesE
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Figure 3-3 - Shoulder Width Deficie
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3.5 GUARDRAIL INVENTORYThe length a
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CHAPTERFOURSELECTED ROADWAYCAPACITY
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Table 4B - Level of Service and Vol
Page 78 and 79: the community. Before undertaking a
Page 80 and 81: ChapterFIVERECOMMENDATIONS5.1 ANALY
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Page 86 and 87: 5.4 TYPICAL COSTSWhen planning for
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Page 120 and 121: Cole Ln.txtGrade adjustment factor,
Page 122 and 123: Cole Ln2.txtGrade adjustment factor
Page 124 and 125: Jamison.txtGrade adjustment factor,
Page 126 and 127: Jamison2.txtGrade adjustment factor
Page 130 and 131: N Dearborn2.txtGrade adjustment fac
Page 132 and 133: State Line Rd.txtGrade adjustment f
Page 134 and 135: State Line Rd2.txtGrade adjustment
Page 136 and 137: Wilsons Creek.txtGrade adjustment f
Page 138 and 139: Wilsons Creek2.txtGrade adjustment
Page 140 and 141: York Ridge.txtGrade adjustment fact
Page 142 and 143: York Ridge2.txtGrade adjustment fac
Page 144 and 145: Cole Lane State Line Wilson Creek Y
Page 146 and 147: Cole Ln. - Category III Rural Colle
Page 148 and 149: Curve No. PC PT PC Milepoint PT Mil
Page 150 and 151: Curve No. PVC PVT PVC Milepoint PVT
Page 152 and 153: Wilson Creek Rd. - Category IV Rura
Page 154 and 155: Curve No. PC PT PC Milepoint PT Mil
Page 156 and 157: Jamison Rd. - Category IV Rural Art
Page 158 and 159: N. Dearborn Rd. - Category II Rural
Page 160 and 161: N. Dearborn Rd. - Category II Rural
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Dearborn County Transportation Assessment Complete ... - OKI

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