最新路基设计表10备课讲稿.doc

最新路基设计表10备课讲稿.doc

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时间:2020-12-07

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1、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.

2、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

3、.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+14074.3073.211.090.752.508.002.008.002.50

4、0.75-0.23-0.21-0.16-0.16-0.21-0.2314.9015.51+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

5、.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.

6、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+32075.8774.761.110.752.508.002.008.002.500.75-0.23-0.21-0.16-0.16-0.21-0.2

7、315.0115.06+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

8、+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

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