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 9 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+00094.5091.413.090.750.753.500.003.500.750.750.000.020.040.040.020.0010.019.65

2、+02592.4490.551.880.750.753.500.003.500.750.750.000.020.040.040.020.009.369.17 +05091.2689.701.560.750.753.500.003.500.750.750.000.020.040.040.020.009.169.03 +07590.1388.851.280.750.753.500.003.500.750.750.000.020.040.040.020.008.998.89 +10088.2487.990.240.750.753.500.003.500.750.750.000.020.040.040

3、.020.008.368.41 +12587.5087.140.360.750.753.500.003.500.750.750.000.020.040.040.020.008.488.48 +15085.8186.290.470.750.753.500.003.500.750.750.000.020.040.040.020.006.235.21 +17585.0185.430.420.750.753.500.003.500.750.750.000.020.040.040.020.005.988.67 +20086.4384.581.850.750.753.500.003.500.750.750

4、.000.020.040.040.020.008.619.76 +22587.5083.733.770.750.753.500.003.500.750.750.000.020.040.040.020.009.5110.19 +25087.5082.874.630.750.753.500.003.500.750.750.000.020.040.040.020.0010.6110.61 +27587.5082.025.480.750.753.500.003.500.750.750.000.020.040.040.020.0011.0411.04 +30085.0981.163.930.750.75

5、3.500.003.500.750.750.000.020.040.040.020.0010.229.89 +32585.0080.314.690.750.753.500.003.500.750.750.000.020.040.040.020.0010.659.21 +35083.0379.463.580.750.753.500.003.500.750.750.000.020.040.040.020.0011.077.95 +37578.8278.600.220.750.753.500.003.500.750.750.000.020.040.040.020.0010.276.82 +40076

6、.9477.750.810.750.753.500.003.500.750.750.000.020.040.040.020.005.347.46 +42575.7976.901.110.750.753.500.003.500.750.750.000.020.040.040.020.005.759.66 +45073.5076.042.540.750.753.500.003.500.750.750.000.020.040.040.020.006.4210.31 +47572.5075.202.700.750.753.500.003.500.750.750.000.020.040.040.020.

7、008.959.05 +50072.1774.422.250.750.753.500.003.500.750.750.000.020.040.040.020.008.298.48 +52571.7673.701.950.750.753.500.003.500.750.750.000.020.040.040.020.007.848.02 +55071.3173.051.740.750.753.500.003.500.750.750.000.020.040.040.020.007.457.63 +57570.9172.461.540.750.753.500.003.500.750.750.000.

8、020.040.040.020.007.037.47 +60070.6171.931.320.750.753.500.003.500.750.750.000.020.040.040.020.006.717.27 +62570.0071.431.430.750.753.500.003.500.750.750.000.020.040.040.020.007.157.15 +65069.4370.941.510.750.753.500.003.500.750.750.000.020.040.040.020.006.887.68路 基 设 计 表 晋焦高速公路焦作段 第 2 页 共 9 页桩 号平 曲

9、 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+67568.6070.441.840.750.753.500.003.500.750.750.000.020.040.040.020.007.368.21 +70067.7569.952.200.750.753.500.003.500.750.750

10、.000.020.040.040.020.008.108.59 +72566.8569.452.610.750.753.500.003.500.750.750.000.020.040.040.020.008.459.33 +75065.9168.963.050.750.753.500.003.500.750.750.000.020.040.040.020.009.2710.10 +754.64365.7068.873.160.750.753.500.003.500.750.750.010.020.040.040.020.019.1610.26 +77565.0068.463.460.750.7

11、53.500.003.500.750.750.010.020.040.080.070.069.0210.29 +80065.0067.972.970.750.753.500.003.500.750.750.010.020.040.120.130.139.109.65 +82567.3767.480.100.750.753.500.003.500.750.750.010.020.040.170.190.208.696.44 +85067.5966.980.610.750.753.500.003.500.750.750.000.020.040.220.240.268.875.00 +864.643

12、65.6566.691.040.750.753.500.003.500.750.75-0.010.020.040.250.270.296.107.54 +87564.2066.492.280.750.753.500.003.500.750.75-0.010.020.040.250.270.297.729.61 +90062.5065.993.490.750.753.500.003.500.750.75-0.010.020.040.250.270.299.4810.68 +92566.0665.500.570.750.753.500.003.500.750.75-0.010.020.040.25

13、0.270.299.115.63 +95066.6365.001.620.750.753.500.003.500.750.75-0.010.020.040.250.270.299.748.42 +97566.8264.512.310.750.753.500.003.500.750.75-0.010.020.040.250.270.2910.148.72K1+00067.6864.013.660.750.753.500.003.500.750.75-0.010.020.040.250.270.2910.859.40 +02568.0963.524.570.750.753.500.003.500.

14、750.75-0.010.020.040.250.270.2911.289.83 +05067.8163.034.790.750.753.500.003.500.750.75-0.010.020.040.250.270.2911.0910.19 +07568.0662.535.530.750.753.500.003.500.750.75-0.010.020.040.250.270.2911.4210.59 +077.52568.0462.485.560.750.753.500.003.500.750.75-0.010.020.040.250.270.2911.4410.61 +10068.01

15、62.045.970.750.753.500.003.500.750.750.000.020.040.200.220.2411.6110.86 +12564.3861.542.840.750.753.500.003.500.750.750.010.020.040.160.170.1810.049.33 +15060.3161.050.740.750.753.500.003.500.750.750.010.020.040.110.110.115.546.33 +17560.0060.550.550.750.753.500.003.500.750.750.010.020.040.060.050.0

16、45.845.79 +187.52560.0060.310.310.750.753.500.003.500.750.750.010.020.040.040.020.015.475.47 +20060.0060.060.060.750.753.500.003.500.750.750.000.020.040.040.020.005.095.09 +22558.4659.561.110.750.753.500.003.500.750.750.000.020.040.040.020.006.896.22路 基 设 计 表 晋焦高速公路焦作段 第 3 页 共 9 页桩 号平 曲 线纵 坡 及竖 曲 线地

17、 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+25057.8159.071.260.750.753.500.003.500.750.750.000.020.040.040.020.007.366.18 +27557.5558.581.030.750.753.500.003.500.750.750.000.020.040.

18、040.020.006.615.78 +30057.5058.090.590.750.753.500.003.500.750.750.000.020.040.040.020.005.885.50 +32557.5057.650.150.750.753.500.003.500.750.750.000.020.040.040.020.005.228.42 +35057.5057.270.230.750.753.500.003.500.750.750.000.020.040.040.020.008.418.56 +37557.5056.960.540.750.753.500.003.500.750.

19、750.000.020.040.040.020.008.578.57 +40056.9956.700.290.750.753.500.003.500.750.750.000.020.040.040.020.008.418.48 +42556.2456.500.260.750.753.500.003.500.750.750.000.020.040.040.020.005.495.13 +45055.5356.310.780.750.753.500.003.500.750.750.000.020.040.040.020.006.365.90 +47555.0056.111.110.750.753.500.003.500.750.750.000.020.040.040.020.006.666.51 +50054.8055.911.110.750.753.500.003.500.750.750.000.020.040.040.020.006.756.60 +52553.6855.722.030.750.753.500.003.500.750.750.000.020.040.040.020.008.147.84 +55052.6755.522.850.750.753.500.003.500.750.750.000.020.040.040.020.009.538.80 +572.107