路基设计表10教学文案.doc

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1、路基设计表10精品文档路基设计表第 1 页共 5 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+00069.7972.002.210.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.1314.24 +

2、02071.5272.170.650.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2313.6114.38 +04072.0072.350.350.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.4612.42 +06072.4472.520.070.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.7912.61 +08073.6072.690.910.752.508.002.008.002.

3、500.75-0.23-0.21-0.16-0.16-0.21-0.2315.1214.76 +10074.0072.861.140.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.0415.18 +12074.7573.041.720.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.5815.60 +14074.3073.211.090.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.

4、9015.51 +16075.6773.382.290.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.3815.76 +18076.0873.552.530.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.7115.72 +20076.1073.732.380.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.6415.66 +22076.1173.902.210.752.508.002

5、.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.5515.59 +24076.1374.072.060.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.4815.89 +26076.8874.242.640.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.4115.61 +28076.2374.421.820.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.2

6、1-0.2315.7215.26 +30075.7374.591.140.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.3415.11 +32075.8774.761.110.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.0115.06 +34076.7274.931.790.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.3115.36 +36074.4875.110.620.75

7、2.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2313.2814.43 +38073.3875.281.900.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.5815.89 +40073.5175.451.940.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.3413.35 +42074.1075.621.520.752.508.002.008.002.500.75-0.23-0.21-0.16

8、-0.16-0.21-0.2314.3213.94 +44074.7675.801.040.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.1912.80 +46074.3275.971.650.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.3013.56 +48074.7076.141.440.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2313.9214.18 +50074.8476.3

9、11.470.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.0814.11 +52074.8376.491.660.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.0115.04路基设计表第 2 页共 5 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

10、侧左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1坡度()底宽()沟深()坡度()底宽()沟深()左右K0+54074.8476.661.820.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.8514.47 +56074.9676.831.870.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.7213.91 +58075.0677.001.940.752.508.002.008.002.500.75-0.23-0.21-0.16-0.1

11、6-0.21-0.2316.1113.74 +60075.4677.181.720.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.9013.23 +62076.1677.351.190.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.4714.47 +64077.1477.520.380.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.3514.99 +66078.2277.690.5

12、30.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2313.3415.60 +68079.3677.871.490.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.5416.09 +70080.0678.042.020.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.7516.27 +72079.1378.210.920.752.508.002.008.002.500.75-0.23-0.21

13、-0.16-0.16-0.21-0.2314.3814.45 +74073.0278.385.370.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2316.9116.07 +76075.6278.562.930.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2318.5514.92 +78074.3378.734.390.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2318.8117.22 +80075.3

14、378.903.570.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.8817.11 +82079.7779.070.700.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2312.9614.70 +84081.8379.252.590.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2312.7216.74 +86081.7779.422.360.752.508.002.008.002.500.75-

15、0.23-0.21-0.16-0.16-0.21-0.2313.7617.96 +88081.4479.591.850.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2313.6818.79 +90084.3679.764.590.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.7217.73 +902.48084.9579.785.160.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2316.111

16、7.57 +92087.3279.947.390.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2318.0417.50 +94087.7280.107.620.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2320.2316.91 +96087.4980.247.250.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2322.4916.37 +98090.2880.369.920.752.508.002.00

17、8.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2321.5317.52K1+00090.4780.4610.010.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2322.2117.18 +02090.3980.549.840.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2321.6117.60 +04094.8080.6114.190.752.508.002.008.002.500.75-0.12-0.10-0.07-0.16-0.2

18、1-0.2319.5720.37路基设计表第 3 页共 5 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K1+06093.7580.6513.100.752.508.002.008.002.500.750.010.040.03-0.16-0.21-0.2320.9320.4

19、0 +08090.4780.679.800.752.508.002.008.002.500.750.140.170.13-0.16-0.21-0.2321.2718.24 +10088.9880.678.310.752.508.002.008.002.500.750.280.300.23-0.23-0.30-0.3220.0316.80 +102.48088.7680.678.090.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3419.9716.83 +12087.8380.657.180.752.508.002.008.002.50

20、0.750.290.320.24-0.24-0.32-0.3419.1016.70 +14086.3980.615.770.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3417.9016.23 +16082.3680.561.810.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3415.8114.90 +18078.3580.482.120.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3415.6015.78 +20074

21、.6980.385.690.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3421.0621.09 +22072.8080.277.470.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3426.0323.74 +24071.9380.168.230.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3425.7719.76 +26075.5980.054.460.752.508.002.008.002.500.750.290.32

22、0.24-0.24-0.32-0.3426.0922.80 +28071.4379.948.510.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3425.2922.85 +30071.2379.838.600.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3425.3323.22 +32071.5879.728.150.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3425.2823.30 +34071.3779.618.24

23、0.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3424.1824.23 +36070.7579.518.760.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3424.8123.83 +38071.3679.408.030.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3424.8524.10 +40071.0579.298.240.752.508.002.008.002.500.750.290.320.24-0.24-0.

24、32-0.3425.0824.11 +42071.2579.187.920.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3424.9423.56 +437.24170.8879.088.210.752.508.002.008.002.500.750.290.320.24-0.24-0.32-0.3424.5022.89 +44070.9979.078.080.752.508.002.008.002.500.750.270.300.23-0.23-0.30-0.3224.3920.99 +46079.5678.960.600.752.50

25、8.002.008.002.500.750.140.170.13-0.16-0.21-0.2320.3619.39 +48076.3678.852.490.752.508.002.008.002.500.750.010.030.03-0.16-0.21-0.2318.3522.77 +50072.6978.746.050.752.508.002.008.002.500.75-0.12-0.10-0.07-0.16-0.21-0.2321.3621.91 +52072.0078.636.630.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21

26、-0.2312.3622.31 +54073.3278.525.200.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2317.5522.77路基设计表第 4 页共 5 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

27、右K1+56072.1178.416.310.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2312.7622.58 +58071.8978.306.420.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.6522.17 +60071.8578.206.350.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2316.3821.93 +62071.9578.096.130.752.508.002.008.

28、002.500.75-0.23-0.21-0.16-0.16-0.21-0.2320.9021.59 +637.24172.0877.995.910.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2320.8321.06 +64072.1077.985.880.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2320.7820.95 +66071.7977.876.080.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2320.5721.13 +68071.6077.766.150.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2320.4921.33 +70072.6077.655.060.75

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