Dearborn County Transportation Assessment Complete ... - OKI

More documents

Recommendations

Info

Wilson Creek Rd. - Category IV Rural CollectorMinimum horizontal radius760 ftCrest rate or vertical curvature (K-value) 84Sag rate of vertical curvature (K-value) 96Maximum grade 10 %Minimum grade 0.1 %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+57.95 7+57.95 0.87 0.95 0.20 -2.10 400.00 CREST 174 YES YESV2 9+52.89 13+52.89 0.99 1.06 -2.10 1.91 400.00 SAG 100 YES YESV3 14+04.75 15+54.75 1.07 1.10 1.91 8.36 150.00 SAG 23 NO YESV4 15+55.20 17+05.20 1.10 1.13 8.36 1.99 150.00 CREST 24 NO YESV5 19+04.18 24+04.18 1.17 1.26 1.99 -2.98 500.00 CREST 101 YES YESV6 24+96.01 27+96.01 1.28 1.34 -2.98 4.24 300.00 SAG 42 NO YESV7 28+40.53 30+90.53 1.35 1.39 4.24 -5.46 250.00 CREST 26 NO YESV8 31+21.41 34+21.41 1.40 1.46 -5.46 1.23 300.00 SAG 45 NO YESV9 37+87.65 42+87.65 1.52 1.62 1.23 -2.76 500.00 CREST 125 YES YESV10 45+94.38 48+44.38 1.68 1.72 -2.76 3.77 250.00 SAG 38 NO YESV11 48+68.82 50+68.82 1.73 1.77 3.77 -5.72 200.00 CREST 21 NO YESV12 50+76.67 52+26.67 1.77 1.80 -5.72 4.62 150.00 SAG 15 NO YESV13 52+36.65 58+36.65 1.80 1.91 4.62 -2.61 600.00 CREST 83 NO YESV14 60+08.12 65+08.12 1.95 2.04 -2.61 1.79 500.00 SAG 114 YES YESV15 70+33.06 72+33.06 2.14 2.18 1.79 -4.95 200.00 CREST 30 NO YESV16 72+35.36 74+10.36 2.18 2.21 -4.95 0.94 175.00 SAG 30 NO YESV17 87+27.00 90+27.00 2.46 2.52 0.94 3.99 300.00 SAG 98 YES YESV18 91+69.86 93+69.86 2.54 2.58 3.99 -1.41 200.00 CREST 37 NO YESV19 94+12.62 99+12.62 2.59 2.68 -1.41 2.70 500.00 SAG 122 YES YESV20 115+38.94 119+38.94 2.99 3.07 2.70 13.84 400.00 SAG 36 NO NOV21 120+41.00 122+91.00 3.09 3.13 13.84 6.95 250.00 CREST 36 NO NOV22 124+47.91 127+47.91 3.16 3.22 6.95 10.00 300.00 SAG 98 YES YESV23 128+97.05 130+97.05 3.25 3.29 10.00 6.27 200.00 CREST 54 NO YESV24 131+22.21 134+22.21 3.29 3.35 6.27 -0.10 300.00 CREST 47 NO YESV25 137+07.00 140+07.00 3.40 3.46 -0.10 7.95 300.00 SAG 37 NO YESV26 141+30.32 145+30.32 3.48 3.56 7.95 0.81 400.00 CREST 56 NO YESV27 145+97.47 147+97.47 3.57 3.61 0.81 10.00 200.00 SAG 22 NO YESV28 147+99.09 149+74.09 3.61 3.64 10.00 -1.34 175.00 CREST 15 NO YESV29 151+03.87 154+53.87 3.67 3.73 -1.34 6.63 350.00 SAG 44 NO YESV30 157+86.90 159+36.90 3.80 3.83 6.63 -0.60 150.00 CREST 21 NO YESV31 159+59.73 161+59.73 3.83 3.87 -0.60 10.00 200.00 SAG 19 NO YESV32 161+63.40 163+13.40 3.87 3.90 10.00 -0.41 150.00 CREST 14 NO YESV33 165+89.39 167+89.39 3.95 3.99 -0.41 10.00 200.00 SAG 19 NO YESV34 168+01.52 169+01.52 3.99 4.01 10.0 -0.7 100.00 CREST 9 NO YESWilson Creek Road VerticalParsons Brinckerhoff Quade Douglas, Inc.3/17/2004
York Ridge Rd. - Category III Rural CollectorMinimum horizontal radius600 ftCrest rate or vertical curvature (K-value) 61Sag rate of vertical curvature (K-value) 79Maximum grade 9 %Minimum grade 0.1 %Horizontal CurvesCurve No. PC PT PC Milepoint PT Milepoint Length (ft) RadiusMinimumRadius Met?H1 1+37.44 2+48.72 10.38 10.40 111.28 1000 YESH2 5+14.67 6+88.51 10.45 10.49 173.84 500 NOH3 8+31.91 11+53.32 10.51 10.57 321.41 475 NOH4 12+00.03 14+12.55 10.58 10.62 212.52 200 NOH5 17+13.28 18+75.29 10.68 10.71 162.01 465 NOH6 19+18.15 20+36.19 10.72 10.74 118.04 1000 YESH7 20+81.49 21+86.26 10.75 10.77 104.77 500 NOH8 24+27.05 26+21.01 10.81 10.85 193.96 1200 YESH9 29+00.98 31+11.31 10.90 10.94 210.33 350 NOH10 32+09.23 32+64.85 10.96 10.97 55.62 1000 YESH11 40+87.62 44+93.01 11.13 11.21 405.39 2000 YESH12 48+11.17 49+48.22 11.27 11.29 137.05 250 NOH13 51+73.04 53+35.14 11.33 11.37 162.10 475 NOH14 57+08.08 59+67.02 11.44 11.49 258.94 465 NOH15 61+62.40 64+41.14 11.52 11.58 278.74 2000 YESH16 66+15.16 68+73.83 11.61 11.66 258.67 465 NOH17 70+78.63 72+82.31 11.70 11.73 203.68 2000 YESH18 74+47.72 76+39.23 11.77 11.80 191.51 500 NOH19 83+39.17 87+26.87 11.93 12.01 387.70 800 YESH20 87+84.44 90+19.53 12.02 12.06 235.09 500 NOH21 95+10.45 98+97.66 12.16 12.23 387.21 465 NOH22 101+95.45 104+40.06 12.29 12.33 244.61 1500 YESH23 106+58.23 109+26.47 12.37 12.42 268.24 475 NOH24 119+79.65 120+69.01 12.62 12.64 89.36 100 NOH25 126+35.12 129+45.57 12.75 12.81 310.45 2000 YESH26 131+60.62 135+02.67 12.85 12.91 342.05 700 YESH27 136+99.10 139+52.00 12.95 13.00 252.90 2000 YESH28 142+96.57 145+18.69 13.06 13.10 222.12 500 NOH29 148+42.43 150+41.74 13.17 13.20 199.31 600 YESH30 156+24.03 157+62.76 13.31 13.34 138.73 2000 YESH31 162+93.82 168+05.27 13.44 13.54 511.45 4000 YESH32 172+15.84 176+52.16 13.62 13.70 436.32 4000 YESH33 182+01.28 184+31.77 13.80 13.85 230.49 800 YESH34 185+55.85 187+00.09 13.87 13.90 144.24 5000 YESH35 188+94.71 193+71.62 13.93 14.02 476.91 3000 YESH36 197+96.43 200+79.81 14.10 14.16 283.38 5000 YESH37 210+75.95 217+35.16 14.35 14.47 659.21 1300 YESH38 23427.31 23687.93 14.79 14.84 260.62 5000 YESYork Ridge Road HorizontalParsons Brinckerhoff Quade Douglas, Inc.3/17/2004
Page 1 and 2:
Dearborn CountyTransportationAssess
Page 3 and 4:
5.3 TRAFFIC COUNT RECOMMENDATIONS .
Page 5 and 6:
ChapterONEEXISTING CONDITIONS1.1 ST
Page 7 and 8:
Figure 1-1 - Study Area MapDearborn
Page 9 and 10:
DillsboroThe town of Dillsboro was
Page 11 and 12:
1.3.2 EmploymentTable 1B - Study Ar
Page 13 and 14:
1.3.3 EconomicsTotalHouseholdsMedia
Page 15 and 16:
State Route 1SR 1 travels north-sou
Page 17 and 18:
Figure 1-5 - 2001 Annual Average Da
Page 19 and 20:
1.4.2 Intermodal Transportation Opt
Page 21 and 22:
1.6 REVIEW OF RELATED STUDIESNumero
Page 23 and 24:
to US 50. The new roadway will be a
Page 25 and 26:
urban boundary will need to be upda
Page 27 and 28:
Table 2C - Local Roadway Sub-Catego
Page 29 and 30:
Street1ST ST2ND ST3 MILE RDG3RD ST4
Page 31 and 32:
StreetCategory& Sub-CategoryStreetC
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
Page 39 and 40:
Page 41 and 42:
Page 43 and 44:
Page 45 and 46:
Page 47 and 48:
Page 49 and 50:
2.3 FUNCTIONAL CLASSIFICATION EXAMP
Page 51 and 52:
Dearborn County Transportation Asse
Page 53 and 54:
Page 55 and 56:
Page 57 and 58:
Page 59 and 60:
Page 61 and 62:
Page 64 and 65:
Page 66 and 67:
Figure 3-1 - Pavement TypeDearborn
Page 68 and 69:
Lane & Shoulder Width DeficienciesE
Page 70 and 71:
Figure 3-3 - Shoulder Width Deficie
Page 72 and 73:
3.5 GUARDRAIL INVENTORYThe length a
Page 74 and 75:
CHAPTERFOURSELECTED ROADWAYCAPACITY
Page 76 and 77:
Table 4B - Level of Service and Vol
Page 78 and 79:
the community. Before undertaking a
Page 80 and 81:
ChapterFIVERECOMMENDATIONS5.1 ANALY
Page 82 and 83:
Figure 5-1 - Arterial Roadways Reco
Page 84 and 85:
Figure 5-3 - Local Roadways Recomme
Page 86 and 87:
5.4 TYPICAL COSTSWhen planning for
Page 88 and 89:
Page 90 and 91:
Page 92 and 93:
Page 94 and 95:
Page 96 and 97:
Page 98 and 99:
Page 100 and 101:
Page 102 and 103: 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 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
show all

Dearborn County Transportation Assessment Complete ... - OKI

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?