批量计算路面高程(4)

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 12.25 744.64 12.25 744.25 12.25 743.86 12.25 743.47 12.25 743.08 12.25 742.69 12.25 742.3 12.25 741.91 12.25 741.52 12.25 741.13 12.25 740.74 12.25 740.35 12.25 739.96 12.25 739.57 12.25 739.18 12.25 738.79 12.25 738.4 12.25 738.01 12.25 737.62 12.25 737.23 12.25 736.84 12.25 736.45 12.25 735.67 12.25 735.28 12.25 734.89 12.25 734.5 12.25 734.11 11.5 744.670 744.280 743.890 743.500 743.110 742.720 742.330 741.940 741.550 741.160 740.770 740.380 739.990 739.600 739.210 738.820 738.430 738.040 737.650 737.260 736.870 736.480 735.700 735.310 734.920 734.530 734.140 左边桩 9.00 5.25 744.720 744.795 744.330 744.405 743.940 744.015 743.550 743.625 743.160 743.235 742.770 742.845 742.380 742.455 741.990 742.065 741.600 741.675 741.210 741.285 740.820 740.895 740.430 740.505 740.040 740.115 739.650 739.725 739.260 739.335 738.870 738.945 738.480 738.555 738.090 738.165 737.700 737.775 737.310 737.385 736.920 736.995 736.530 736.605 735.750 735.825 735.360 735.435 734.970 735.045 734.580 734.655 734.190 734.265 1.50 744.870 744.480 744.090 743.700 743.310 742.920 742.530 742.140 741.750 741.360 740.970 740.580 740.190 739.800 739.410 739.020 738.630 738.240 737.850 737.460 737.070 736.680 735.900 735.510 735.120 734.730 734.340分隔 带宽 横坡% 度

路基高程计算桩号 K194+510. K194+520. K194+530. K194+540. K194+550. K194+560. K194+570. K194+580. K194+590. K194+600. K194+610. K194+620. K194+630. K194+640. K194+650. K194+660. K194+670. K194+680. K194+690. K194+700. K194+710. K194+

720. K194+740. K194+750. K194+760. K194+770. K194+780. 高程 744.880 744.490 744.100 743.710 743.320 742.930 742.540 742.150 741.760 741.370 740.980 740.590 740.200 739.810 739.420 739.030 738.640 738.250 737.860 737.470 737.080 736.690 735.910 735.520 735.130 734.740 734.350 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 1.8 1.4 1 0.6 0.2 -0 -1 -1 -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 9 744.965 ####### 744.575 ####### 744.185 ####### 743.795 ####### 743.405 ####### 743.015 ####### 742.625 ####### 742.235 ####### 741.845 ####### 741.455 ####### 741.065 ####### 740.675 ####### 740.285 ####### 739.895 ####### 739.505 ####### 739.115 ####### 738.717 ####### 738.310 ####### 737.903 ####### 737.496 ####### 737.089 ####### 736.682 ####### 735.868 ####### 735.461 ####### 735.054 ####### 734.655 ####### 734.265 #######

11.5 745.090 744.700 744.310 743.920 743.530 743.140 742.750 742.360 741.970 741.580 741.190 740.800 740.410 740.020 739.630 739.240 738.829 738.397 737.965 737.533 737.101 736.669 735.805 735.373 734.941 734.530 734.140

路肩 路面宽度 高程 745.06 12.25 744.67 12.25 744.28 12.25 743.89 12.25 743.5 12.25 743.11 12.25 742.72 12.25 742.33 12.25 741.94 12.25 741.55 12.25 741.16 12.25 740.77 12.25 740.38 12.25 739.99 12.25 739.6 12.25 739.21 12.25 738.799 12.25 738.367 12.25 737.935 12.25 737.503 12.25 737.071 12.25 736.639 12.25 735.775 12.25 735.343 12.25 734.911 12.25 734.5 12.25 734.11 12.25

路基高程计算