《路基设计表》word版

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1、路基设计表晋焦高速公路焦作段第1页共10页桩号平曲线纵坡及竖曲线地面高程(ｍ)设计高程(ｍ)填挖高度(ｍ)路基宽度(ｍ)以下各点与设计高程之高差(ｍ)边沟坡口、坡脚至中桩距离(ｍ)备注左侧中分带右侧左侧右侧左侧右侧左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1坡度(％)底宽(ｍ)沟深(ｍ)坡度(％)底宽(ｍ)沟深(ｍ)左右K59+0003.453.450.000.750.753.500.003.500.750.750.000.020.040.040.020.005.035.04+0203.473.530.060.750.753.500.003.50

2、0.750.750.000.020.040.040.020.005.085.02+0403.443.610.170.750.753.500.003.500.750.750.000.020.040.040.020.005.265.19+0603.263.690.430.750.753.500.003.500.750.750.000.020.040.040.020.005.645.57+0803.353.770.420.750.753.500.003.500.750.750.000.020.040.040.020.005.625.57+1003.393.850.460.

3、750.753.500.003.500.750.750.000.020.040.040.020.005.665.57+1203.433.930.500.750.753.500.003.500.750.750.000.020.040.040.020.005.795.63+1403.354.010.660.750.753.500.003.500.750.750.000.020.040.040.020.006.045.96+1603.404.090.690.750.753.500.003.500.750.750.000.020.040.040.020.006.025.99

4、+1803.354.170.820.750.753.500.003.500.750.750.000.020.040.040.020.006.246.19+2003.134.251.120.750.753.500.003.500.750.750.000.020.040.040.020.006.636.56+2203.364.330.970.750.753.500.003.500.750.750.000.020.040.040.020.006.446.34+2403.254.411.160.750.753.500.003.500.750.750.000.020.040.

5、040.020.006.736.71+2603.254.491.240.750.753.500.003.500.750.750.000.020.040.040.020.006.876.73+2803.184.571.390.750.753.500.003.500.750.750.000.020.040.040.020.007.076.94+3003.364.651.290.750.753.500.003.500.750.750.000.020.040.040.020.006.976.80+3203.504.731.230.750.753.500.003.500.75

6、0.750.000.020.040.040.020.006.826.67+3403.554.811.260.750.753.500.003.500.750.750.000.020.040.040.020.006.886.78+3603.584.891.310.750.753.500.003.500.750.750.000.020.040.040.020.006.966.82+3803.584.971.390.750.753.500.003.500.750.750.000.020.040.040.020.007.147.03+4003.725.051.330.750.

7、753.500.003.500.750.750.000.020.040.040.020.007.046.89+4203.675.131.460.750.753.500.003.500.750.750.000.020.040.040.020.007.237.93+4403.525.211.690.750.753.500.003.500.750.750.000.020.040.040.020.007.638.28+4603.745.291.550.750.753.500.003.500.750.750.000.020.040.040.020.007.328.16+4