批量计算路面高程(3)

思遵高速八标路基精加工高程计算表

0.74 路肩 路面宽度 高程 12.25 754.058 12.25 753.813 12.25 753.557 12.25 753.291 12.25 753.015 12.25 752.729 12.25 752.434 12.25 752.128 12.25 751.812 12.25 751.486 12.25 751.15 12.25 750.804 12.25 750.449 12.25 750.083 12.25 749.707 12.25 749.32 12.25 748.93 12.25 748.54 12.25 748.15 12.25 747.76 12.25 747.37 12.25 746.98 12.25 746.59 12.25 746.2 12.25 745.81 12.25 745.42 12.25 745.03 11.5 754.088 753.843 753.587 753.321 753.045 752.759 752.464 752.158 751.842 751.516 751.180 750.834 750.479 750.113 749.737 749.350 748.960 748.570 748.180 747.790 747.400 747.010 746.620 746.230 745.840 745.450 745.060 左边桩 9.00 5.25 754.138 754.213 753.893 753.968 753.637 753.712 753.371 753.446 753.095 753.170 752.809 752.884 752.514 752.589 752.208 752.283 751.892 751.967 751.566 751.641 751.230 751.305 750.884 750.959 750.529 750.604 750.163 750.238 749.787 749.862 749.400 749.475 749.010 749.085 748.620 748.695 748.230 748.305 747.840 747.915 747.450 747.525 747.060 747.135 746.670 746.745 746.280 746.355 745.890 745.965 745.500 745.575 745.110 745.185 1.50 754.288 754.043 753.787 753.521 753.245 752.959 752.664 752.358 752.042 751.716 751.380 751.034 750.679 750.313 749.937 749.550 749.160 748.770 748.380 747.990 747.600 747.210 746.820 746.430 746.040 745.650 745.260分隔 带宽 横坡% 度

路基高程计算桩号 K194+240. K194+250. K194+260. K194+270. K194+280. K194+290. K194+300. K194+310. K194+320. K194+330. K194+340. K194+350. K194+360. K194+370. K194+380. K194+390. K194+400. K194+410. K194+420. K194+430. K194+440. K194+450. K194+460. K194+470. K194+480. K194+490. K194+500. 高程 754.298 754.053 753.797 753.531 753.255 752.969 752.674 752.368 752.052 751.726 751.390 751.044 750.689 750.323 749.947 749.560 749.170 748.780 748.390 748.000 747.610 747.220 746.830 746.440 746.050 745.660 745.270 横坡% 带宽度 分隔

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

-2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -

2 -2 -2 -2

2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1.5 ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### #######

右边桩 5.25 9 754.383 ####### 754.138 ####### 753.882 ####### 753.616 ####### 753.340 ####### 753.054 ####### 752.759 ####### 752.453 ####### 752.137 ####### 751.811 ####### 751.475 ####### 751.129 ####### 750.774 ####### 750.408 ####### 750.032 ####### 749.645 ####### 749.255 ####### 748.865 ####### 748.475 ####### 748.085 ####### 747.695 ####### 747.305 ####### 746.915 ####### 746.525 ####### 746.135 ####### 745.745 ####### 745.355 #######

11.5 754.508 754.263 754.007 753.741 753.465 753.179 752.884 752.578 752.262 751.936 751.600 751.254 750.899 750.533 750.157 749.770 749.380 748.990 748.600 748.210 747.820 747.430 747.040 746.650 746.260 745.870 745.480

路肩 路面宽度 高程 754.478 12.25 754.233 12.25 753.977 12.25 753.711 12.25 753.435 12.25 753.149 12.25 752.854 12.25 752.548 12.25 752.232 12.25 751.906 12.25 751.57 12.25 751.224 12.25 750.869 12.25 750.503 12.25 750.127 12.25 749.74 12.25 749.35 12.25 748.96 12.25 748.57 12.25 748.18 12.25 747.79 12.25 747.4 12.25 747.01 12.25 746.62 12.25 746.23 12.25 745.84 12.25 745.45 12.25

路基高程计算