路基设计表表格文件下载.xls

1、路 基 设 计 表公路K0+000.000至K2+112.000段 第 1 页 共 1 页桩 号 平 曲 线纵坡（%）及坡长（米）竖 曲 线地面高程（米）设 计 高 程填挖高度（米）路基宽度路边及中桩与设计高之高差施工时中桩（米）边 坡（1：#m）边沟纵坡（%）坡脚坡口至中桩距离备注未设竖曲线之标高（米）改正值改正后的设计高左右凸凹+-填挖左右左中右填挖左右左右左右 K0+720.000K0+720.00078.00078.20078.2000.2003.7503.7500.0000.0750.0000.2751.01.00.0000.0003.9503.950740.000i=0.000%L

2、=100.00078.00078.20078.2000.2003.7503.7500.0000.0750.0000.2751.01.00.0000.0003.9503.950760.00078.02578.20078.2000.1753.7503.7500.0000.0750.0000.2501.01.00.0000.0003.9253.925762.857762.85778.02878.2000.00178.2010.1733.7503.7500.0000.0750.0000.2481.01.00.0000.0003.9233.923780.000凹R-40000.000T-57.14378

3、.04878.2000.00478.2040.1563.7503.7500.0000.0750.0000.2311.01.00.0000.0003.9063.906800.00078.07078.2000.01778.2170.1473.7503.7500.0000.0750.0000.2221.01.00.0000.0003.8973.897820.000820.00078.10078.2000.04178.2410.1413.7503.7500.0000.0750.0000.2161.01.00.0000.0003.8913.891840.000820.00078.17578.2400.0

4、1778.2570.0823.7503.7500.0000.0750.0000.1571.01.00.0000.0003.8323.832860.000i=0.286%L=400.00078.25078.3100.00478.3140.0643.7503.7500.0000.0750.0000.1391.01.00.0000.0003.8143.814877.143877.14378.31978.3620.00178.3630.0443.7503.7500.0000.0750.0000.1191.01.00.0000.0003.7943.794880.00078.33178.37178.371

5、0.0403.7503.7500.0000.0750.0000.1151.01.00.2860.2863.7903.790ZH+889.800JD4左19300R=250.0Ls1=40.0Ls2=40.0T1=63.05T2=63.05L=125.00E=3.8278.37178.39978.3990.0283.7503.7500.0000.0750.0000.1031.01.00.2860.2863.7783.778900.00078.41278.42878.4280.0163.9543.750-0.0040.0850.0840.1011.01.00.2860.2863.9703.7669

6、20.00078.50078.48578.4850.0154.3543.750-0.0230.1230.2490.1081.01.00.2860.2865.3454.750HY+929.80078.32978.51378.5130.1844.5503.750-0.0420.1600.3300.3441.01.00.2860.2864.7343.934940.00078.15178.54278.5420.3914.5503.750-0.0420.1600.3300.5511.01.00.2860.2864.9414.141QZ+952.35877.95978.57778.5770.6184.55

7、03.750-0.0420.1600.3300.7781.01.00.2860.2865.1684.368960.00077.84078.59978.5990.7594.5503.750-0.0420.1600.3300.9191.01.00.2860.2865.3094.509YH+974.91677.58678.64278.6421.0564.5503.750-0.0420.1600.3301.2161.01.00.2860.2865.6064.806980.00077.50078.65678.6561.1564.4483.750-0.0320.1480.3051.3041.01.00.2

8、860.2865.6044.906K1+000.00077.20078.71478.7141.5144.0483.750-0.0060.0090.0121.5231.01.00.2860.2865.5625.264HZ+014.91677.43978.75778.7571.3183.7503.7500.0000.0750.0001.3931.01.00.2860.2865.0685.068020.00077.52078.77178.7711.2513.7503.7500.0000.0750.0001.3261.01.00.2860.2865.0015.001040.00077.86578.82

9、878.8280.9633.7503.7500.0000.0750.0001.0381.01.00.2860.2864.7134.713060.00078.21078.88578.8850.6753.7503.7500.0000.0750.0000.7501.01.00.2860.2864.4254.425080.00078.50578.94278.9420.4373.7503.7500.0000.0750.0000.5121.01.00.2860.2864.1874.187100.00078.90078.99978.9990.0993.7503.7500.0000.0750.0000.174

10、1.01.00.2860.2863.8493.849120.00078.94379.05679.0560.1133.7503.7500.0000.0750.0000.1881.01.00.2860.2863.8633.863140.00078.98079.11379.1130.1333.7503.7500.0000.0750.0000.2081.01.00.2860.2863.8833.883160.00079.02079.17079.1700.1503.7503.7500.0000.0750.0000.2251.01.00.2860.2863.9003.900180.00079.05079.22779.2270.1773.7503.7500.0000.0750.0000.2521.01.00.2860.2863.9273.927200.00079.10079.28579.2850.1853.7503.7500.0000.0750.0000.2601.01.00.2860.2863.9353.935K1+220.000K1+220.00079.14579.34279.3420.1973.7503.7500.0000.0750.0000.2721.01.00.2860.2863.9473.947