Dearborn County Transportation Assessment Complete ... - OKI

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York Ridge2.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 105 pc/hHighest directional split proportion (note-2) 85Base percent time-spent-following, BPTSF 8.8 %Adj.for directional distribution and no-passing zones, fd/np 34.0Percent time-spent-following, PTSF 42.8 %________________Level of Service and Other Performance Measures_______________Level of service, LOSBVolume to capacity ratio, v/c 0.03Peak 15-min vehicle-miles of travel, VMT15 193 veh-miPeak-hour vehicle-miles of travel, VMT60 685 veh-miPeak 15-min total travel time, TT15 5.2 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
Horizontal & VerticalCurve DataAppendix C
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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
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the community. Before undertaking a
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ChapterFIVERECOMMENDATIONS5.1 ANALY
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Figure 5-1 - Arterial Roadways Reco
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Figure 5-3 - Local Roadways Recomme
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5.4 TYPICAL COSTSWhen planning for
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Page 92 and 93: Dearborn County Transportation Asse
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 128 and 129: N Dearborn.txtGrade adjustment fact
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 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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