路基设计表.docx

1、路 基 设 计 表路 基 设 计 表 晋焦高速公路焦作段 第 1 页 共 11 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K0+000122.82122.820.000.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.139

2、.369.37 +020122.85122.980.130.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.136.029.30 +040122.88123.150.270.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.136.246.20 +060122.87123.310.450.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.136.506.47 +080122.84123.480.640.751.503.7

3、50.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.136.776.77 +100122.81123.640.840.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.137.077.07 +120122.80123.811.010.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.137.447.32 +140122.48123.981.500.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0

4、.11-0.138.257.86 +160122.52124.141.620.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.138.837.64 +180122.84124.311.470.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.138.857.33 +180.072122.84124.311.470.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.138.857.33 +200122.41124.472.

5、060.751.503.750.003.751.500.75-0.09-0.07-0.05-0.08-0.11-0.129.428.09 +220122.32124.642.310.751.503.750.003.751.500.750.040.060.04-0.08-0.11-0.129.689.13 +240122.50124.802.300.751.503.750.003.751.500.750.170.200.14-0.14-0.20-0.229.868.98 +250.072122.60124.892.290.751.503.750.003.751.500.750.240.260.1

6、9-0.19-0.26-0.309.948.85 +260122.69124.972.280.751.503.750.003.751.500.750.240.260.19-0.19-0.26-0.309.928.84 +280122.78125.132.360.751.503.750.003.751.500.750.240.260.19-0.19-0.26-0.3010.108.94 +300122.79125.302.510.751.503.750.003.751.500.750.240.260.19-0.19-0.26-0.3010.359.10 +320122.87125.472.590

7、.751.503.750.003.751.500.750.240.260.19-0.19-0.26-0.3010.479.25 +340123.34125.632.290.751.503.750.003.751.500.750.240.260.19-0.19-0.26-0.3011.058.00 +360122.80125.803.000.751.503.750.003.751.500.750.240.260.19-0.19-0.26-0.3011.338.50 +380125.00125.960.960.751.503.750.003.751.500.750.240.260.19-0.19-

8、0.26-0.308.996.66 +381.669125.12125.980.860.751.503.750.003.751.500.750.240.260.19-0.19-0.26-0.308.536.52 +400126.27126.130.140.751.503.750.003.751.500.750.120.140.10-0.10-0.14-0.166.119.42 +420127.38126.291.080.751.503.750.003.751.500.75-0.020.010.00-0.08-0.11-0.129.8310.01 +440128.61126.462.150.75

9、1.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.1310.9011.03 +451.669129.36126.562.800.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.1311.1311.17路 基 设 计 表 晋焦高速公路焦作段 第 2 页 共 11 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

10、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K0+452.008129.47126.562.910.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.1311.1211.18 +460130.00126.633.370.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.1311.5710.71 +480131.91126.795.120.751.503.750.003.751.500.75-

11、0.12-0.11-0.08-0.04-0.05-0.0711.7113.09 +500132.22126.965.260.751.503.750.003.751.500.75-0.12-0.11-0.080.060.090.0711.8812.59 +520132.53127.125.410.751.503.750.003.751.500.75-0.26-0.23-0.160.160.230.2111.7612.57 +532.008131.75127.224.520.751.503.750.003.751.500.75-0.34-0.30-0.230.230.300.2811.5613.2

12、0 +540131.67127.294.380.751.503.750.003.751.500.75-0.34-0.30-0.230.230.300.2811.4111.98 +560130.50127.453.050.751.503.750.003.751.500.75-0.34-0.30-0.230.230.300.2810.7411.35 +580130.00127.622.380.751.503.750.003.751.500.75-0.34-0.30-0.230.230.300.2810.6610.72 +600130.00127.782.220.751.503.750.003.75

13、1.500.75-0.34-0.30-0.230.230.300.2810.5810.27 +620130.00127.952.050.751.503.750.003.751.500.75-0.34-0.30-0.230.230.300.2810.4910.19 +640130.00128.121.880.751.503.750.003.751.500.75-0.34-0.30-0.230.230.300.2810.4110.10 +660130.68128.282.400.751.503.750.003.751.500.75-0.34-0.30-0.230.230.300.2810.6610

14、.09 +675.735130.21128.411.800.751.503.750.003.751.500.75-0.34-0.30-0.230.230.300.2810.719.75 +680130.03128.451.590.751.503.750.003.751.500.75-0.32-0.28-0.200.200.280.2610.599.66 +700129.54128.610.930.751.503.750.003.751.500.75-0.17-0.15-0.100.100.150.1210.189.42 +720129.59128.780.810.751.503.750.003

15、.751.500.75-0.12-0.11-0.080.000.01-0.029.939.55 +740129.78128.940.830.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.139.949.69 +755.735130.00129.070.930.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.1310.179.83 +755.959130.00129.080.920.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-

16、0.11-0.1310.179.83 +760130.00129.110.890.751.503.750.003.751.500.75-0.13-0.11-0.08-0.08-0.11-0.1310.219.81 +780130.83129.281.550.751.503.750.003.751.500.75-0.03-0.010.00-0.08-0.11-0.1210.1810.38 +800132.07129.442.630.751.503.750.003.751.500.750.110.130.10-0.10-0.13-0.1510.2611.04 +820134.00129.614.3

17、90.751.503.750.003.751.500.750.250.270.20-0.20-0.27-0.3112.1511.49 +825.959134.00129.664.340.751.503.750.003.751.500.750.280.300.23-0.23-0.30-0.3412.6411.82 +840134.52129.774.750.751.503.750.003.751.500.750.280.300.23-0.23-0.30-0.3415.6312.33 +860135.68129.945.740.751.503.750.003.751.500.750.280.300

18、.23-0.23-0.30-0.3411.9312.50路 基 设 计 表 晋焦高速公路焦作段 第 3 页 共 11 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K0+880133.69130.103.580.751.503.750.003.751.500.750.280.300.23

19、-0.23-0.30-0.3410.8012.27 +900132.88130.272.610.751.503.750.003.751.500.750.280.300.23-0.23-0.30-0.3410.4412.06 +920132.87130.432.440.751.503.750.003.751.500.750.280.300.23-0.23-0.30-0.3410.0418.13 +940132.00130.601.400.751.503.750.003.751.500.750.280.300.23-0.23-0.30-0.349.8611.30 +960132.00130.771

20、.230.751.503.750.003.751.500.750.280.300.23-0.23-0.30-0.349.7810.09 +980132.00130.931.070.751.503.750.003.751.500.750.280.300.23-0.23-0.30-0.349.7010.00K1+000132.00131.100.900.751.503.750.003.751.500.750.280.300.23-0.23-0.30-0.3410.209.92 +020133.72131.262.460.751.503.750.003.751.500.750.280.300.23-0.23-0.30-0.3411.189.84 +031.401134.85131.363.500.751.503.750.003.751.500.750.280.300.23-0.23-0.30-0.3411.679.95 +040134.79131.433.360.751.503.750.003.751.500.750.230.250.18-