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Spiral Curve - Horizontal Alignment
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PATRICK JOSEPH AGUSTIN
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Spiral Curve - Horizontal Alignment
1.
11460.00 11468.71 11500.00 11550.00 11576.32 11580.00 116 00.00 11616.32 11650.00 117 00.00 117 50.00 11800.00 118 50.00 119 00.00 11950.00 120 00.00 120 50.00 12100.00 121 50.00 122 00.00 12250.00 123 00.00 123 50.00 12400.00 124 31.24 124 40.00 12460.00 12471.24 12500.00 12550.00 12600.00 12644.16 12660.00 126 80.00 126 84.16 127 00.00 127 50.00 12800.00 128 50.00 12900.00 129 50.00 130 00.00 130 50.00 131 00.00 13150.00 132 00.00 13250.00 133 00.00 133 40.48 12800.00 12765.75 12760.00 12740.00 12725.76 12700.00 12650.00 12600.00 12550.00 12500.00 12450.00 12400.00 12350.00 12300.00 12250.00 12200.00 12150.00 12100.00 12067.91 12060.00 12040.00 12027.91 12000.00 119 50.00 119 22.01119 20.00 119 00.0 0 118 82.0 1 118 50.0 0 118 00.0 0 117 50.0 0 117 00.0 0 116 50.0 0 116 00.0 0 115 50.0 0 115 00.0 0 114 99.0 2 114 80.0 0 114 60.00 114 59.02 114 50.00 SouthSouth Highway 10+681.166 12+235.192 North
Hwy = 11+885.327 New PI #1 Chainage Equation 1330.865 N (y) 2903.541 E (x) North Highway R = 600.000 A = 175 Δ = 27° 39' 1" q = 25.519 p = 0.181 Ts = 173.217 Ls = 51.042 Lc = 238.512 X = 51.032 Y = 0.724 Curve #1 Data R = 500.000 A = 160 Δ = 40° 30' 42" q = 25.598 p = 0.218 Ts = 210.196 Ls = 51.200 Lc = 302.332 x = 51.187 y = 0.874 Curve #2 Data Chainage Equation Chainage Equation 11+697.633 BACK = 11+713.293 AHEAD 10+848.545 BACK = 10+854.383 AHEAD SCHOOL OF APPLIED TECHNOLOGY CIVIL ENGINEERING HUMBER
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