路 基 设 计 表

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1、路基设计表晋焦高速公路焦作段第1页共4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+000392.80392.800.000.750.753.500.003.500.750.750.000.020.040.040.020.007.297.48+020393.90391.692.210.750.753.5

2、00.003.500.750.750.000.020.040.040.020.009.277.78+040395.80390.585.220.750.753.500.003.500.750.750.000.020.040.040.020.0010.068.68+060395.60389.486.120.750.753.500.003.500.750.750.000.020.040.040.020.009.019.73+080394.10388.375.730.750.753.500.003.500.750.750.000.020.040.040.020.009

3、.829.63+100390.00387.262.740.750.753.500.003.500.750.750.000.020.040.040.020.008.328.29+120385.80386.150.350.750.753.500.003.500.750.750.000.020.040.040.020.006.137.47+131.877376.70385.498.790.750.753.500.003.500.750.750.000.020.040.040.020.0015.7523.71+140376.20385.048.840.750.753.

4、500.003.500.750.750.000.020.040.040.020.0013.2624.28+160376.10383.947.840.750.753.500.003.500.750.750.000.020.040.040.020.0013.7125.99+180375.60382.837.230.750.753.500.003.500.750.750.030.040.050.040.020.0113.4833.48+200375.30381.726.420.750.753.500.003.500.750.750.180.170.160.040.0

5、20.0110.8327.02+220373.60380.617.010.750.753.500.003.500.750.750.300.280.260.040.01-0.0111.8526.81+231.877375.40379.954.550.750.753.500.003.500.750.750.380.350.320.040.01-0.029.4724.19+240375.60379.503.900.750.753.500.003.500.750.750.380.350.320.040.01-0.028.9713.82+260375.90378.402

6、.500.750.753.500.003.500.750.750.380.350.320.040.01-0.025.1916.69+280376.10377.291.190.750.753.500.003.500.750.750.380.350.320.040.01-0.025.2810.82+296.972376.00376.350.350.750.753.500.003.500.750.750.380.350.320.040.01-0.025.028.85+300376.10376.180.080.750.753.500.003.500.750.750.3

7、80.350.320.040.01-0.028.665.65+320373.20375.071.870.750.753.500.003.500.750.750.380.350.320.040.01-0.028.9912.75+340371.50373.962.460.750.753.500.003.500.750.750.380.350.320.040.01-0.026.6013.77+360368.30372.864.560.750.753.500.003.500.750.750.380.350.320.040.01-0.029.6813.41+362.06

8、8368.10372.744.640.