批量计算路面高程(2)

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 12.25 756.916 12.25 756.94 12.25 756.954 12.25 756.958 12.25 756.953 12.25 756.937 12.25 756.911 12.25 756.875 12.25 756.829 12.25 756.773 12.25 756.708 12.25 756.632 12.25 756.546 12.25 756.45 12.25 756.344 12.25 756.228 12.25 756.103 12.25 755.967 12.25 755.821 12.25 755.665 12.25 755.499 12.25 755.323 12.25 755.138 12.25 754.942 12.25 754.736 12.25 754.52 12.25 754.294 11.5 756.946 756.970 756.984 756.988 756.983 756.967 756.941 756.905 756.859 756.803 756.738 756.662 756.576 756.480 756.374 756.258 756.133 755.997 755.851 755.695 755.529 755.353 755.168 754.972 754.766 754.550 754.324 左边桩 9.00 5.25 756.996 757.071 757.020 757.095 757.034 757.109 757.038 757.113 757.033 757.108 757.017 757.092 756.991 757.066 756.955 757.030 756.909 756.984 756.853 756.928 756.788 756.863 756.712 756.787 756.626 756.701 756.530 756.605 756.424 756.499 756.308 756.383 756.183 756.258 756.047 756.122 755.901 755.976 755.745 755.820 755.579 755.654 755.403 755.478 755.218 755.293 755.022 755.097 754.816 754.891 754.600 754.675 754.374 754.449 1.50 757.146 757.170 757.184 757.188 757.183 757.167 757.141 757.105 757.059 757.003 756.938 756.862 756.776 756.680 756.574 756.458 756.333 756.197 756.051 755.895 755.729 755.553 755.368 755.172 754.966 754.750 754.524分隔 带宽 横坡% 度

路基高程计算桩号 K193+970. K193+980. K193+990. K194+000. K194+010. K194+020. K194+030. K194+040. K194+050. K194+060. K194+070. K194+080. K194+090. K194+100. K194+110. K194+120. K194+130. K194+140. K194+150. K194+160. K194+170. K194+180. K194+190. K194+200. K194+210. K194+220. K194+230. 高程 757.156 757.180 757.194 757.198 757.193 757.177 757.151 757.115 757.069 757.013 756.948 756.872 756.786 756.690 756.584 756.468 756.343 756.207 756.061 755.905 755.739 755.563 755.378 755.182 754.976 754.760 754.534 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

1.2 1.6 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 9 757.207 ####### 757.248 ####### 757.279 ####### 757.283 ####### 757.278 ####### 757.262 ####### 75

7.236 ####### 757.200 ####### 757.154 ####### 757.098 ####### 757.033 ####### 756.957 ####### 756.871 ####### 756.775 ####### 756.669 ####### 756.553 ####### 756.428 ####### 756.292 ####### 756.146 ####### 755.990 ####### 755.824 ####### 755.648 ####### 755.463 ####### 755.267 ####### 755.061 ####### 754.845 ####### 754.619 #######

11.5 757.282 757.348 757.404 757.408 757.403 757.387 757.361 757.325 757.279 757.223 757.158 757.082 756.996 756.900 756.794 756.678 756.553 756.417 756.271 756.115 755.949 755.773 755.588 755.392 755.186 754.970 754.744

路肩 路面宽度 高程 757.252 12.25 757.318 12.25 757.374 12.25 757.378 12.25 757.373 12.25 757.357 12.25 757.331 12.25 757.295 12.25 757.249 12.25 757.193 12.25 757.128 12.25 757.052 12.25 756.966 12.25 756.87 12.25 756.764 12.25 756.648 12.25 756.523 12.25 756.387 12.25 756.241 12.25 756.085 12.25 755.919 12.25 755.743 12.25 755.558 12.25 755.362 12.25 755.156 12.25 754.94 12.25 754.714 12.25

路基高程计算