路 基 设 计 表c-04

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1、路基设计表C-04第1页共3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K0+00086.8386.830.000.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.096.834.34+02091

2、.2487.923.320.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0921.406.93+04097.2289.008.220.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0930.729.14+06097.0490.096.950.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0933.789.43+08097.7

3、491.186.560.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0932.7611.03+10099.3392.267.070.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0925.1613.37+120106.9093.3513.550.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0923.7018.48+1401

4、12.0794.4417.630.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0927.4323.45+160116.3295.5320.790.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0929.4530.60+180122.7896.6126.160.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0935.4137.

5、72+200131.2497.7033.540.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0943.0136.43+220125.5298.7926.730.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0932.9439.51+240117.3999.8717.510.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.092

6、3.5036.00+260112.62100.9611.660.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0927.5725.35+280110.31102.058.260.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0936.0916.36+300109.15103.136.020.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.

7、07-0.0933.5612.79+320109.04104.174.870.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0925.6911.52+340108.32105.153.170.750.003.500.003.500.000.75-0.09-0.07-0.07-0.07-0.07-0.0910.7310.71+360107.28106.051.230.750.003.500.003.500.000.75-0.020.000.00-0.

8、07-0.07-0.098.508.20+371.856106.33106.560.230.750.003.500.003.500.000.750.050.070.07-0.07-0.07-0.094.674.62+380106.37106.890.520.750.003.500.003.500.000.750.050.070.07-0.07-0.07-0.095.904.31+400106.721