Dearborn County Transportation Assessment Complete ... - OKI

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N. Dearborn Rd. - Category II Rural ArterialMinimum horizontal radius760 ftCrest rate or vertical curvature (K-value) 84Sag rate of vertical curvature (K-value) 96Maximum grade 6 %Minimum grade 0.5 %Vertical CurvesCurve No. PVC PVT PVC Milepoint PVT MilepointEntranceGrade (%) Exit Grade (%) Length (ft) Crest/Sag K-ValueK-ValueCriteria Met?Minimum/MaximumGrade Criteria Met?V1 3+62.60 7+62.60 0.07 0.14 1.17 1.99 400.00 SAG 488 YES YESV2 8+47.04 12+47.04 0.16 0.24 1.99 -0.72 400.00 CREST 148 YES YESV3 15+75.27 20+75.27 0.30 0.39 -0.72 0.32 500.00 SAG 481 YES NOV4 34+22.06 39+22.06 0.65 0.74 0.32 -1.40 500.00 CREST 291 YES NOV5 42+53.04 45+03.04 0.81 0.85 -1.40 2.54 250.00 SAG 63 NO YESV6 45+28.40 47+78.40 0.86 0.91 2.54 -5.54 250.00 CREST 31 NO YESV7 47+82.02 49+82.02 0.91 0.94 -5.54 2.10 200.00 SAG 26 NO YESV8 57+22.41 62+22.41 1.08 1.18 2.10 -2.00 500.00 CREST 122 YES YESV9 62+31.14 65+81.14 1.18 1.25 -2.00 -0.50 350.00 SAG 233 YES YESV10 67+63.57 71+13.57 1.28 1.35 -0.50 -3.33 350.00 CREST 124 YES YESV11 72+47.46 75+47.46 1.37 1.43 -3.33 4.33 300.00 SAG 39 NO YESV12 75+67.85 78+67.85 1.43 1.49 4.33 -1.71 300.00 CREST 50 NO YESV13 86+07.36 94+07.36 1.63 1.78 -1.71 1.82 800.00 SAG 227 YES YESV14 102+47.56 108+47.56 1.94 2.05 1.82 -7.80 600.00 CREST 62 NO NOV15 109+08.76 114+08.76 2.07 2.16 -7.80 7.65 500.00 SAG 32 NO NOV16 114+26.35 115+26.35 2.16 2.18 7.65 -5.69 100.00 CREST 7 NO NOV17 115+63.31 119+63.31 2.19 2.27 -5.69 3.63 400.00 SAG 43 NO YESV18 121+86.46 126+86.46 2.31 2.40 3.63 -5.04 500.00 CREST 58 NO YESV19 128+14.48 131+14.48 2.43 2.48 -5.04 -0.62 300.00 SAG 68 NO YESV20 131+18.65 133+93.65 2.48 2.54 -0.62 -8.17 275.00 CREST 36 NO NOV21 136+52.27 140+52.27 2.59 2.66 -8.17 3.88 400.00 SAG 33 NO NOV22 153+37.86 159+37.86 2.90 3.02 3.88 1.23 600.00 CREST 226 YES YESV23 176+93.02 183+93.02 3.35 3.48 1.23 -5.79 700.00 CREST 100 YES YESV24 187+40.46 190+40.46 3.55 3.61 -5.79 7.11 300.00 SAG 23 NO NOV25 190+51.88 194+01.88 3.61 3.67 7.11 -5.69 350.00 CREST 27 NO NOV26 196+10.33 199+10.33 3.71 3.77 -5.69 0.34 300.00 SAG 50 NO NOV27 199+34.41 201+84.41 3.78 3.82 0.34 -7.00 250.00 CREST 34 NO NOV28 205+44.06 208+44.06 3.89 3.95 -7.00 6.91 300.00 SAG 22 NO NOV29 208+93.92 211+93.92 3.96 4.01 6.91 -2.37 300.00 CREST 32 NO NOV30 212+50.87 215+50.87 4.02 4.08 -2.37 3.97 300.00 SAG 47 NO YESV31 221+78.27 241+78.27 4.20 4.58 3.97 -2.57 2000.00 CREST 306 YES YESV32 243+98.22 246+98.22 4.62 4.68 -2.57 4.65 300.00 SAG 42 NO YESV33 247+17.92 249+67.92 4.68 4.73 4.65 -2.36 250.00 CREST 36 NO YESV34 265+53.94 270+53.94 5.03 5.12 -2.36 -0.71 500.00 SAG 303 YES YESV35 290+04.67 295+04.67 5.49 5.59 -0.71 -3.44 500.00 CREST 183 YES YESV36 303+19.18 306+19.18 5.74 5.80 -3.44 -6.06 300.00 CREST 115 YES NOV37 308+86.53 315+86.53 5.85 5.98 -6.06 -11.78 700.00 CREST 122 YES NOV38 320+77.99 326+77.99 6.08 6.19 -11.78 -0.73 600.00 SAG 54 NO NON Dearborn Road VerticalParsons Brinckerhoff Quade Douglas, Inc.3/17/2004
Curve No. PVC PVT PVC Milepoint PVT MilepointEntranceGrade (%) Exit Grade (%) Length (ft) Crest/Sag K-ValueK-ValueCriteria Met?Minimum/MaximumGrade Criteria Met?V39 336+68.76 346+68.76 6.38 6.57 -0.73 10.27 1000.00 SAG 91 NO NOV40 355+72.29 370+72.29 6.74 7.02 10.27 0.70 1500.00 CREST 157 YES NOV41 382+79.38 385+79.38 7.25 7.31 0.70 2.71 300.00 SAG 149 YES YESV42 388+32.61 391+32.61 7.35 7.41 2.71 -0.91 300.00 CREST 83 NO YESV43 395+79.31 397+79.31 7.50 7.53 -0.91 0.70 200.00 SAG 124 YES YESV44 397+81.78 404+11.78 7.53 7.65 0.70 -7.44 630.00 CREST 77 NO NOV45 413+56.17 418+56.17 7.83 7.93 -7.44 2.40 500.00 SAG 51 NO NOV46 419+16.67 421+16.67 7.94 7.98 2.40 -9.17 200.00 CREST 17 NO NOV47 421+52.97 424+52.97 7.98 8.04 -9.17 11.03 300.00 SAG 15 NO NOV48 426+49.34 456+49.34 8.08 8.65 11.03 -4.83 3000.00 CREST 189 YES NOV49 459+34.39 462+34.39 8.70 8.76 -4.83 3.58 300.00 SAG 36 NO YESV50 464+55.61 467+55.61 8.80 8.86 3.58 -3.92 300.00 CREST 40 NO YESV51 469+40.49 472+40.49 8.89 8.95 -3.92 1.69 300.00 SAG 53 NO YESV52 486+72.81 504+72.81 9.22 9.56 1.69 -8.15 1800.00 CREST 183 YES NOV53 504+88.95 508+38.95 9.56 9.63 -8.15 5.96 350.00 SAG 25 NO NOV54 511+61.94 516+61.94 9.69 9.78 5.96 -0.17 500.00 CREST 82 NO NOV55 525+07.54 528+07.54 9.94 10.00 -0.17 -9.30 300.00 CREST 33 NO NOV56 529+40.70 532+40.70 10.03 10.08 -9.30 4.24 300.00 SAG 22 NO NOV57 543+89.67 546+89.67 10.30 10.36 4.24 -0.54 300.00 CREST 63 NO YESV58 575+29.58 578+29.58 10.90 10.95 -0.54 -4.96 300.00 CREST 68 NO YESV59 580+26.35 583+76.35 10.99 11.06 -4.96 6.94 350.00 SAG 29 NO NOV60 584+93.07 587+93.07 11.08 11.14 6.94 -0.07 300.00 CREST 43 NO NOV61 609+14.51 612+14.51 11.54 11.59 -0.07 -7.77 300.00 CREST 39 NO NOV62 613+20.72 617+20.72 11.61 11.69 -7.77 8.18 400.00 SAG 25 NO NOV63 618+14.74 622+14.74 11.71 11.78 8.18 0.50 400.00 CREST 52 NO NOV64 650+17.31 653+17.31 12.31 12.37 0.50 -5.40 300.00 CREST 51 NO YESV65 655+51.20 657+26.20 12.42 12.45 -5.40 6.48 175.00 SAG 15 NO NOV66 657+35.56 658+85.56 12.45 12.48 6.48 0.50 150.00 CREST 25 NO NOV67 698+35.04 701+35.04 13.23 13.28 0.50 -2.65 300.00 CREST 95 YES YESV68 702+73.47 706+73.47 13.31 13.39 -2.65 -0.76 400.00 SAG 212 YES YESV69 723+69.38 728+69.38 13.71 13.80 -0.76 -4.26 500.00 CREST 143 YES YESV70 730+58.08 736+58.08 13.84 13.95 -4.26 -0.59 600.00 SAG 163 YES YESV71 778+55.99 783+55.99 14.75 14.84 -0.59 -9.51 500.00 CREST 56 NO NON Dearborn Road VerticalParsons Brinckerhoff Quade Douglas, Inc.3/17/2004
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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 110 and 111: 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 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
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Dearborn County Transportation Assessment Complete ... - OKI

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