批量计算路面高程(12)

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 12.25 717.31 12.25 717.186 12.25 717.061 12.25 716.938 12.25 716.819 12.25 716.703 12.25 716.591 12.25 716.481 12.25 716.323 12.25 716.168 12.25 716.016 12.25 715.868 12.25 715.723 12.25 715.581 12.25 715.443 12.25 715.308 12.25 715.176 12.25 715.048 12.25 714.923 12.25 714.801 12.25 714.682 12.25 714.567 12.25 714.456 12.25 714.347 12.25 714.242 12.25 714.141 12.25 714.042 11.5 717.340 717.216 717.091 716.968 716.849 716.733 716.621 716.511 716.353 716.198 716.046 715.898 715.753 715.611 715.473 715.338 715.206 715.078 714.953 714.831 714.712 714.597 714.486 714.377 714.272 714.171 714.072 左边桩 9.00 5.25 7

17.352 717.371 717.216 717.216 717.078 717.059 716.943 716.906 716.811 716.755 716.683 716.608 716.558 716.464 716.436 716.324 716.278 716.166 716.123 716.011 715.971 715.859 715.823 715.711 715.678 715.566 715.536 715.424 715.398 715.286 715.263 715.151 715.131 715.019 715.003 714.891 714.878 714.766 714.756 714.644 714.637 714.525 714.522 714.410 714.411 714.299 714.302 714.190 714.197 714.085 714.096 713.984 713.997 713.885 1.50 717.390 717.216 717.041 716.868 716.699 716.533 716.371 716.211 716.053 715.898 715.746 715.598 715.453 715.311 715.173 715.038 714.906 714.778 714.653 714.531 714.412 714.297 714.186 714.077 713.972 713.871 713.772分隔 带宽 横坡% 度

路基高程计算桩号 高程 横坡% 带宽度 分隔

1 -0.5 K196+700. 717.392 1 0 K196+710. 717.216 1 0.5 K196+720. 717.038 1 1 K196+730. 716.863 1 1.5 K196+740. 716.691 1 2 K196+750. 716.523 1 2.5 K196+760. 716.358 1 3 K196+770. 716.196 1 3 K196+780. 716.038 1 3 K196+790. 715.883 1 3 K196+800. 715.731 1 3 K196+810. 715.583 1 3 K196+820. 715.438 1 3 K196+830. 715.296 1 3 K196+840. 715.158 1 3 K196+850. 715.023 1 3 K196+860. 714.891 1 3 K196+870. 714.763 1 3 K196+880. 714.638 1 3 K196+890. 714.516 1 3 K196+900. 714.397 1 3 K196+910. 714.282 1 3 K196+920. 714.171 1 3 K196+930. 714.062 1 3 K196+940. 713.957 1 3 K196+950. 713.856 1 3 K196+960. 713.757

-2 -2 -2 -2 -2 -2 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3

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 9 717.307 ####### 717.131 ####### 716.953 ####### 716.778 ####### 716.606 ####### 716.438 ####### 716.252 ####### 716.069 ####### 715.911 ####### 715.756 ####### 715.604 ####### 715.456 ####### 715.311 ####### 715.169 ####### 715.031 ####### 714.896 ####### 714.764 ####### 714.636 ####### 714.511 ####### 714.389 ####### 714.270 ####### 714.155 ####### 714.044 ####### 713.935 ####### 713.830 ####### 713.729 ####### 713.630 #######

11.5 717.182 717.006 716.828 716.653 716.481 716.313 716.096 715.881 715.723 715.568 715.416 715.268 715.123 714.981 714.843 714.708 714.576 714.448 714.323 714.201 714.082 713.967 713.856 713.747 713.642 713.541 713.442

路肩 路面宽度 高程 717.152 12.25 716.976 12.25 716.798 12.25 716.623 12.25 716.451 12.25 716.283 12.25 716.066 12.25 715.851 12.25 715.693 12.25 715.538 12.25 715.386 12.25 715.238 12.25 715.093 12.25 714.951 12.25 714.813 12.25 714.678 12.25 714.546 12.25 714.418 12.25 714.293 12.25 714.171 12.25 714.052 12.25 713.937 12.25 713.826 12.25 713.717 12.25 713.612 12.25 713.511 12.25 713.412 12.25

路基高程计算