Dearborn County Transportation Assessment Complete ... - OKI

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 %Horizontal CurvesCurve No. PC PT PC Milepoint PT Milepoint Length (ft) RadiusMinimumRadius Met?H1 0+38.07 2+03.00 0.81 0.85 164.93 800 YESH2 3+94.23 4+72.03 0.88 0.90 77.80 1200 YESH3 5+66.29 6+29.42 0.91 0.93 63.13 1000 YESH4 11+77.79 14+82.26 1.03 1.09 304.47 2000 YESH5 20+10.77 21+67.90 1.19 1.22 157.13 1000 YESH6 23+88.08 25+43.67 1.26 1.29 155.59 300 NOH7 38+95.63 41+07.18 1.54 1.59 211.55 550 NOH8 46+41.84 47+44.24 1.69 1.71 102.40 1000 YESH9 51+90.58 56+62.01 1.79 1.88 471.43 800 YESH10 56+85.19 58+91.88 1.88 1.92 206.69 800 YESH11 60+62.62 63+18.80 1.96 2.00 256.18 760 YESH12 64+67.32 66+70.60 2.03 2.07 203.28 800 YESH13 69+55.35 71+75.34 2.12 2.17 219.99 300 NOH14 75+32.17 78+96.90 2.23 2.30 364.73 2000 YESH15 82+48.99 85+32.00 2.37 2.42 283.01 2000 YESH16 85+88.14 88+47.06 2.43 2.48 258.92 800 YESH17 89+07.83 89+95.16 2.49 2.51 87.33 1000 YESH18 90+73.19 93+54.72 2.53 2.58 281.53 800 YESH19 95+28.05 100+23.79 2.61 2.71 495.74 800 YESH20 101+14.43 103+75.05 2.72 2.77 260.62 250 NOH21 104+23.54 105+58.86 2.78 2.81 135.32 800 YESH22 105+93.51 107+97.73 2.81 2.85 204.22 1000 YESH23 108+80.17 109+93.71 2.87 2.89 113.54 1000 YESH24 112+17.19 114+26.37 2.93 2.97 209.18 500 NOH25 115+16.51 116+85.66 2.99 3.02 169.15 950 YESH26 119+69.16 121+17.95 3.07 3.10 148.79 350 NOH27 121+80.29 129+25.36 3.11 3.26 745.07 1700 YESH28 131+17.87 133+63.71 3.29 3.34 245.84 760 YESH29 135+24.29 136+89.20 3.37 3.40 164.91 1000 YESH30 137+61.46 141+80.11 3.41 3.49 418.65 700 NOH31 144+23.16 150+02.37 3.54 3.65 579.21 600 NOH32 155+30.82 157+91.25 3.75 3.80 260.43 475 NOH33 162+81.50 164+13.46 3.89 3.92 131.96 85 NOWilson Creek Road HorizontalParsons Brinckerhoff Quade Douglas, Inc.3/17/2004