路基设计表(任震峰)

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1、路基设计表桩号平曲线纵坡/%及坡长/m设计标高/m地面标高/m填挖高度/m路基宽度/m路基边缘及中桩与设计标高之高差/m边沟填挖左右全宽左中右底宽沟深K0+259.832　　1335.061332.92.1666120000.50.5K0+280　　1334.821332.72.1266120.020.140.130.50.5K0+300　　1334.591332.21.3966120.020.140.240.50.5K0+320　　1334.351333.50.85661200.180.340.50.5K0+340　　1334.1213

2、35.61.486612-0.020.220.450.50.5K0+359.832　　1333.681336.42.726612-0.050.260.560.50.5K0+360　　1333.881336.72.826612-0.050.260.560.50.5K0+380　　1333.641337.23.566612-0.050.260.560.50.5K0+400　　1333.411336.42.996612-0.050.260.560.50.5K0+420　　1333.171336.83.636612-0.050.260.560.5

3、0.5K0+440　　1332.941337.24.266612-0.050.260.560.50.5K0+460　　1332.701338.55.86612-0.050.260.560.50.5K0+480　　1332.461332.70.246612-0.050.260.560.50.5K0+500　-1.18%1332.231331.80.436612-0.050.260.560.50.5K0+520　723.981331.991329.52.496612-0.050.260.560.50.5K0+540　　　　　　　　　　　　　　

4、　　　1331.761328.33.466612-0.050.260.560.50.5K0+560JD11331.521327.83.726612-0.050.260.560.50.5K0+580R-10001331.281326.64.686612-0.050.260.560.50.5K0+600LS-1001331.051325.85.256612-0.050.260.560.50.5K0+620　　　　　　　　　　　1330.811325.75.116612-0.050.260.560.50.5K0+6401330.581325.6

5、4.986612-0.050.260.560.50.5K0+6601330.341326.43.946612-0.050.260.560.50.5K0+6801330.101328.61.56612-0.050.260.560.50.5K0+7001329.871328.90.976612-0.050.260.560.50.5K0+7201329.631327.52.136612-0.050.260.560.50.5K0+7401329.401327.81.66612-0.050.260.560.50.5K0+7601329.161328

6、.30.866612-0.050.260.560.50.5K0+7801328.921328.60.326612-0.050.260.560.50.5K0+8001328.621329.00.316612-0.050.260.560.50.5K0+8201328.451329.20.756612-0.050.260.560.50.5K0+8401328.211329.51.296612-0.050.260.560.50.5K0+8601327.981328.90.926612-0.050.260.560.50.5制表人：任震峰