路基设计表10.doc

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(ｍ)设 计高 程(ｍ)填 挖 高 度(ｍ)路 基 宽 度 (ｍ)以 下 各 点 与 设 计 高 程 之 高 差 (ｍ)边 沟坡口、坡脚至中桩 距离(ｍ) 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(ｍ)沟深(ｍ)坡度(％)底宽(ｍ)沟深(ｍ)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 +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 +08073.6072.690.910.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.1214.76 +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 +14074.3073.211.090.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.9015.51 +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 +22076.1173.902.210.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.5515.59 +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 +28076.2374.421.820.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2315.7215.26 +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 +36074.4875.110.620.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2313.2814.43 +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 +42074.1075.621.520.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.3213.94 +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 +50074.8476.311.470.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2314.0814.11 +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精选文档路 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(ｍ)设 计高 程(ｍ)填 挖 高 度(ｍ)路 基 宽 度 (ｍ)以 下 各 点 与 设 计 高 程 之 高 差 (ｍ)边 沟坡口、坡脚至中桩 距离(ｍ) 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(ｍ)。