路基设计表.docx

1、路基设计表路 基 设 计 表 （项目名称） 第 1 页 共 16 页桩 号平 曲 线纵 坡 及竖 曲 线地 面高 程()设 计高 程()填 挖 高 度()路 基 宽 度 ()以 下 各 点 与 设 计 高 程 之 高 差 ()边 沟坡口、坡脚至中桩 距离() 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()沟深()坡度()底宽()沟深()左右K14+50021.7826.514.730.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.2516.4316.4

2、3 +52521.7526.434.680.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.2516.3816.38 +57521.7126.284.570.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.2516.2316.23 +62521.7126.134.420.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.2516.0416.04 +67521.6625.974.310.753.008.252.008.2

3、53.000.75-0.25-0.23-0.17-0.17-0.23-0.2515.9215.92 +705.20022.0825.883.800.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.2515.2815.28 +706.60020.8425.885.040.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.2516.8216.82 +713.10020.7925.865.070.753.008.252.008.253.000.75-0.25-0.23-0.17-0.

4、17-0.23-0.2516.8616.86 +714.30021.7025.854.150.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.2515.7215.72 +75021.6425.744.100.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.2515.6515.65 +80021.6825.593.910.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.2515.4115.41 +85021.6425.

5、654.010.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.2515.5415.54 +90021.7226.034.310.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.2515.9115.91 +95021.7826.404.620.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.2516.3016.30K15+00021.8426.784.940.753.008.252.008.253.000.75-0.

6、25-0.23-0.17-0.17-0.23-0.2516.6916.69 +05021.9527.155.200.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +079.70021.9727.375.400.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +12521.9527.715.760.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +17522.0428.096.050.753.008

7、.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +22522.0628.466.400.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +27522.1028.846.740.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +310.50022.3129.106.790.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +312.90023.6729

8、.085.410.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +322.70023.6829.025.340.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +325.80023.1329.005.870.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +331.40019.2728.979.700.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0

9、.23-0.25 +335.90019.2528.949.690.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25路 基 设 计 表 （项目名称） 第 2 页 共 16 页桩 号平 曲 线纵 坡 及竖 曲 线地 面高 程()设 计高 程()填 挖 高 度()路 基 宽 度 ()以 下 各 点 与 设 计 高 程 之 高 差 ()边 沟坡口、坡脚至中桩 距离() 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()沟深()坡度()底宽()沟深()左右K15+

10、34323.4228.905.480.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +345.90022.2328.886.650.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +37522.1528.716.560.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +42522.1328.406.270.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17

11、-0.23-0.25 +47522.0728.106.030.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +52521.9627.805.840.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +57522.1427.495.350.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +62522.3127.194.880.753.008.252.008.253.000.75-0.25-0.23-0

12、.17-0.17-0.23-0.25 +635.60022.5027.134.630.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +67522.3626.894.530.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +72522.2626.584.320.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +77522.3926.283.890.753.008.252.008.253.000.75

13、-0.25-0.23-0.17-0.17-0.23-0.25 +82522.3725.983.610.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +87522.4825.673.190.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +921.80022.6025.412.810.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +95022.5025.513.010.753.008.252.00

14、8.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25K16+00022.4425.693.250.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +05022.4225.873.450.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +10022.4026.053.650.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +15022.5026.233.730.753.

15、008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +186.50022.6026.363.760.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +187.40022.9326.363.430.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +204.20022.9426.423.480.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +205

16、.10022.6126.433.820.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +207.40022.5626.443.880.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +20821.9026.444.540.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +215.90021.8826.474.590.753.008.252.008.253.000.75-0.25-0.23-0.17

17、-0.17-0.23-0.25路 基 设 计 表 （项目名称） 第 3 页 共 16 页桩 号平 曲 线纵 坡 及竖 曲 线地 面高 程()设 计高 程()填 挖 高 度()路 基 宽 度 ()以 下 各 点 与 设 计 高 程 之 高 差 ()边 沟坡口、坡脚至中桩 距离() 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()沟深()坡度()底宽()沟深()左右K16+216.60022.2326.474.240.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23

18、-0.25 +26022.5726.634.060.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +30022.4826.774.290.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +35022.5326.954.420.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +40022.4627.134.670.753.008.252.008.253.000.75-0.25-0.23-0.17-0

19、.17-0.23-0.25 +45022.5227.314.790.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +50022.6027.494.890.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +524.60022.7827.584.800.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +528.70023.3427.604.260.753.008.252.008.253.000.75-

20、0.25-0.23-0.17-0.17-0.23-0.25 +544.80022.8227.544.720.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +60022.7327.314.580.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +65022.7227.104.380.753.008.252.008.253.000.75-0.25-0.23-0.17-0.17-0.23-0.25 +70022.7926.894.100.753.008.252.008.253.000.75-0.25-0.23