Dearborn County Transportation Assessment Complete ... - OKI

More documents

Recommendations

Info

Jamison Rd. - Category IV Rural ArterialMinimum horizontal radius965 ftCrest rate or vertical curvature (K-value) 114Sag rate of vertical curvature (K-value) 115Maximum grade 6 %Minimum grade 0.5 %Horizontal CurvesCurve No. PC PT PC Milepoint PT Milepoint Length (ft) RadiusMinimumRadius Met?H1 2+61.12 3+88.34 9.58 9.61 127.22 300 NOH2 5+35.02 7+66.81 9.63 9.68 231.79 800 NOH3 10+41.65 13+35.00 9.73 9.79 293.35 500 NOH4 16+15.31 17+77.41 9.84 9.87 162.10 1000 YESH5 18+50.12 22+20.33 9.88 9.95 370.21 400 NOH6 26+81.40 29+90.73 10.04 10.10 309.33 800 NOH7 33+67.48 37+89.12 10.17 10.25 421.64 800 NOH8 42+03.98 44+47.93 10.33 10.38 243.95 760 NOH9 47+02.79 50+46.82 10.42 10.49 344.03 1000 YESH10 52+95.69 56+08.06 10.54 10.60 312.37 850 NOH11 56+51.29 58+70.47 10.60 10.64 219.18 500 NOH12 59+96.16 62+84.26 10.67 10.72 288.10 760 NOH13 66+36.07 72+34.01 10.79 10.90 597.94 475 NOH14 75+89.28 77+92.56 10.97 11.01 203.28 225 NOH15 78+23.73 81+05.64 11.01 11.07 281.91 350 NOH16 82+57.79 87+00.39 11.10 11.18 442.60 475 NOH17 88+68.94 91+01.48 11.21 11.26 232.54 1500 YESH18 98+61.54 112+43.26 11.40 11.66 1381.72 1300 YESH19 118+99.12 121+34.93 11.79 11.83 235.81 2500 YESH20 122+59.92 125+63.07 11.85 11.91 303.15 1000 YESH21 130+16.13 132+15.44 12.00 12.04 199.31 500 NOH22 132+97.88 135+07.70 12.05 12.09 209.82 500 NOH23 135+72.57 138+69.12 12.10 12.16 296.55 450 NOH24 139+43.43 142+00.49 12.17 12.22 257.06 1000 YESH25 142+70.47 144+93.10 12.24 12.28 222.63 1200 YESH26 146+24.05 149+10.76 12.30 12.36 286.71 800 NOH27 155+15.13 157+63.18 12.47 12.52 248.05 1000 YESH28 158+48.41 162+77.57 12.53 12.62 429.16 600 NOH29 164+16.94 166+14.22 12.64 12.68 197.28 500 NOJamison Road HorizontalParsons Brinckerhoff Quade Douglas, Inc.3/17/2004
Jamison Rd. - Category IV Rural ArterialMinimum horizontal radius965 ftCrest rate or vertical curvature (K-value) 114Sag rate of vertical curvature (K-value) 115Maximum 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 0+95.22 5+95.22 9.55 9.65 2.06 -6.73 500.00 CREST 57 NO NOV2 38+75.11 44+75.11 10.27 10.38 -6.73 -1.96 600.00 SAG 126 YES NOV3 48+44.10 53+44.10 10.45 10.55 -1.96 -6.00 500.00 CREST 124 YES YESV4 54+05.85 55+55.85 10.56 10.59 -6.00 -2.39 150.00 SAG 42 NO YESV5 62+95.02 66+95.02 10.73 10.80 -2.39 -5.69 400.00 CREST 121 YES YESV6 67+09.12 71+09.12 10.80 10.88 -5.69 -1.80 400.00 SAG 103 NO YESV7 75+46.29 78+96.29 10.96 11.03 -1.80 -2.66 350.00 CREST 407 YES YESV8 79+13.62 82+63.62 11.03 11.10 -2.66 -3.96 350.00 CREST 269 YES YESV9 83+01.50 88+01.50 11.11 11.20 -3.96 -1.13 500.00 SAG 177 YES YESV10 108+93.64 112+93.64 11.60 11.67 -1.13 2.16 400.00 SAG 122 YES YESV11 113+00.90 117+00.90 11.67 11.75 2.16 -2.97 400.00 CREST 78 NO YESV12 119+34.80 125+34.80 11.79 11.91 -2.97 0.50 600.00 SAG 173 YES YESV13 130+75.95 133+25.95 12.01 12.06 0.50 2.59 250.00 SAG 120 YES YESV14 133+56.25 136+06.25 12.06 12.11 2.59 -2.59 250.00 CREST 48 NO YESV15 138+60.39 143+60.39 12.16 12.25 -2.59 0.96 500.00 SAG 141 YES YESV16 158+37.98 163+37.98 12.53 12.63 0.96 -0.94 500.00 CREST 263 YES YESJamison Road VerticalParsons 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:
Page 104 and 105:
Page 106 and 107: 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 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

Create successful ePaper yourself

Delete template?

Save as template?