路 基 設 計 表

路 基 設 計 表

ID:2066388

大?。?31.50 KB

頁數(shù):5頁

時間:2017-11-14

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1、路基設計表晉焦高速公路焦作段第1頁共4頁樁號平曲線縱坡及豎曲線地面高程(m)設計高程(m)填挖高度(m)路基寬度(m)以下各點與設計高程之高差(m)邊溝坡口、坡腳至中樁距離(m)備注左側中分帶右側左側右側左側右側左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1坡度(%)底寬(m)溝深(m)坡度(%)底寬(m)溝深(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.

2、500.003.500.750.750.000.020.040.040.020.009.277.78+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+080394.10388.375.730.750.753.500.003.500.750.750.000.020.040.040.020.0

3、09.829.63+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+140376.20385.048.840.750.7

4、53.500.003.500.750.750.000.020.040.040.020.0013.2624.28+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+200375.30381.726.420.750.753.500.003.500.750.750.180.170.160.0

5、40.020.0110.8327.02+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+260375.9037

6、8.402.500.750.753.500.003.500.750.750.380.350.320.040.01-0.025.1916.69+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

7、.750.380.350.320.040.01-0.028.665.65+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

8、+362.068368.10372.744.640.

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