路 基 设 计 表.doc

路 基 设 计 表 晋焦高速公路焦作段 第 1 页 共 4 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+000392.80392.800.000.750.753.500.003.500.750.750.000.020.040.040.020.007.297.48 +020393.90391.692.210.750.753.500.003.500.750.750.000.020.040.040.020.009.277.78 +040395.80390.585.220.750.753.500.003.500.750.750.000.020.040.040.020.0010.068.68 +060395.60389.486.120.750.753.500.003.500.750.750.000.020.040.040.020.009.019.73 +080394.10388.375.730.750.753.500.003.500.750.750.000.020.040.040.020.009.829.63 +100390.00387.262.740.750.753.500.003.500.750.750.000.020.040.040.020.008.328.29 +120385.80386.150.350.750.753.500.003.500.750.750.000.020.040.040.020.006.137.47 +131.877376.70385.498.790.750.753.500.003.500.750.750.000.020.040.040.020.0015.7523.71 +140376.20385.048.840.750.753.500.003.500.750.750.000.020.040.040.020.0013.2624.28 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