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 %Horizontal CurvesCurve No. PC PT PC Milepoint PT Milepoint Length (ft) RadiusMinimumRadius Met?H1 0+61.18 1+86.34 0.01 0.04 125.16 1000 YESH2 131+19.77 133+78.32 2.48 2.53 258.55 950 YESH3 134+52.11 138+38.12 2.55 2.62 386.01 3500 YESH4 141+38.57 141+71.80 2.68 2.68 33.23 100 NOH5 152+20.12 152+36.79 2.88 2.89 16.67 100 NOH6 291+61.93 294+33.90 5.52 5.57 271.97 450 NOH7 299+18.47 303+54.70 5.67 5.75 436.23 1250 YESH8 303+58.18 305+25.95 5.75 5.78 167.77 300 NOH9 307+21.32 313+28.63 5.82 5.93 607.31 800 YESH10 316+31.70 321+10.50 5.99 6.08 478.80 450 NOH11 322+92.27 325+48.34 6.12 6.16 256.07 3000 YESH12 325+87.22 328+10.97 6.17 6.21 223.75 375 NOH13 331+92.09 338+42.56 6.29 6.41 650.47 275 NOH14 340+51.36 344+51.09 6.45 6.52 399.73 2500 YESH15 346+56.78 349+51.13 6.56 6.62 294.35 300 NOH16 356+87.33 358+01.70 6.76 6.78 114.37 1000 YESH17 360+02.63 363+24.79 6.82 6.88 322.16 1500 YESH18 367+39.93 369+32.97 6.96 6.99 193.04 350 NOH19 377+90.67 381+55.84 7.16 7.23 365.17 2000 YESH20 389+45.82 389+93.74 7.38 7.39 47.92 50 NOH21 394+43.59 396+07.80 7.47 7.50 164.21 350 NOH22 400+55.84 402+63.88 7.59 7.63 208.04 1000 YESH23 410+71.40 415+34.33 7.78 7.87 462.93 650 NOH24 419+27.14 421+02.79 7.94 7.97 175.65 450 NOH25 422+13.47 422+38.70 7.99 8.00 25.23 200 NOH26 425+15.97 426+29.69 8.05 8.07 113.72 500 NOH27 426+92.41 428+38.30 8.09 8.11 145.89 350 NOH28 429+14.02 430+49.91 8.13 8.15 135.89 400 NOH29 431+38.96 431+90.83 8.17 8.18 51.87 400 NOH30 432+79.12 433+35.04 8.20 8.21 55.92 300 NOH31 434+73.84 440+08.50 8.23 8.33 534.66 760 YESH32 443+14.49 459+66.32 8.39 8.71 1651.83 4500 YESH33 460+57.85 465+40.51 8.72 8.81 482.66 900 YESH34 470+32.49 475+26.30 8.91 9.00 493.81 2000 YESH35 483+45.84 487+44.18 9.16 9.23 398.34 800 YESH36 499+41.49 504+34.51 9.46 9.55 493.02 850 YESH37 504+86.93 509+86.74 9.56 9.66 499.81 2000 YESH38 516+78.01 519+53.63 9.79 9.84 275.62 500 NON Dearborn Road HorizontalParsons Brinckerhoff Quade Douglas, Inc.3/17/2004
Curve No. PC PT PC Milepoint PT Milepoint Length (ft) RadiusMinimumRadius Met?H39 528+57.16 530+86.81 10.01 10.05 229.65 1000 YESH40 532+85.83 539+91.74 10.09 10.23 705.91 760 YESH41 545+95.44 549+70.52 10.34 10.41 375.08 400 NOH42 555+01.36 556+73.46 10.51 10.54 172.10 125 NOH43 595+22.19 597+52.07 11.27 11.32 229.88 500 NOH44 607+12.82 613+51.30 11.50 11.62 638.48 2500 YESH45 614+05.57 615+79.80 11.63 11.66 174.23 500 NOH46 616+70.61 619+51.27 11.68 11.73 280.66 900 YESH47 620+33.67 623+34.27 11.75 11.81 300.60 650 NOH48 628+08.10 634+56.63 11.90 12.02 648.53 765 YESH49 636+54.99 641+34.49 12.06 12.15 479.50 1000 YESH50 647+56.16 648+11.50 12.26 12.27 55.34 100 NOH51 659+71.12 660+50.41 12.49 12.51 79.29 100 NOH52 664+21.80 667+90.60 12.58 12.65 368.80 500 NOH53 679+81.35 682+34.77 12.88 12.92 253.42 800 YESH54 684+73.29 688+23.04 12.97 13.03 349.75 800 YESH55 692+95.31 695+78.75 13.12 13.18 283.44 450 NOH56 697+15.00 699+50.41 13.20 13.25 235.41 600 NOH57 704+65.07 707+45.81 13.35 13.40 280.74 450 NOH58 710+39.61 714+09.82 13.45 13.52 370.21 800 YESH59 720+93.05 724+19.69 13.65 13.72 326.64 600 NOH60 726+97.30 729+18.28 13.77 13.81 220.98 350 NOH61 730+35.29 732+51.61 13.83 13.87 216.32 250 NOH62 734+18.48 738+07.04 13.91 13.98 388.56 200 NOH63 741+04.01 744+06.31 14.03 14.09 302.30 250 NOH64 745+13.35 746+28.98 14.11 14.13 115.63 500 NOH65 748+28.66 749+62.62 14.17 14.20 133.96 200 NOH66 765+72.19 766+45.45 14.50 14.52 73.26 200 NOH67 768+50.67 770+55.72 14.56 14.59 205.05 600 NOH68 772+78.40 773+38.46 14.64 14.65 60.06 1000 YESH69 778+25.69 780+38.64 14.74 14.78 212.95 500 NOH70 782+57.28 784+83.91 14.82 14.86 226.63 190 NOH71 785+62.47 788+13.57 14.88 14.93 251.1 450 NOH72 789+32.80 795+30.31 14.95 15.06 597.51 2500 YESH73 797+14.89 801+22.54 15.10 15.17 407.65 400 NOH74 803+59.66 808+83.32 15.22 15.32 523.66 2000 YESN Dearborn Road HorizontalParsons 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 108 and 109: 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 160 and 161: N. Dearborn Rd. - Category II Rural
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Dearborn County Transportation Assessment Complete ... - OKI

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