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 12.25 711.62 12.25 712.02 12.25 712.42 12.25 712.82 12.25 713.22 12.25 713.62 12.25 714.02 12.25 714.417 12.25 714.81 12.25 715.198 12.25 715.58 12.25 715.958 12.25 716.331 12.25 716.698 12.25 717.061 12.25 717.419 12.25 717.772 12.25 718.119 12.25 718.462 12.25 718.8 12.25 719.46 12.25 719.783 12.25 720.1 12.25 720.413 12.25 720.721 12.25 721.023 12.25 721.321 11.5 711.650 712.050 712.450 712.850 713.250 713.650 714.050 714.447 714.840 715.228 715.610 715.988 716.361 716.728 717.091 717.449 717.802 718.149 718.492 718.830 719.490 719.813 720.130 720.443 720.751 721.053 721.351 左边桩 9.00 5.25 711.700 711.775 712.100 712.175 712.500 712.575 712.900 712.975 713.300 713.375 713.700 713.775 714.100 714.175 714.497 714.572 714.890 714.965 715.278 715.353 715.660 715.735 716.038 716.113 716.411 716.486 716.778 716.853 717.141 717.216 717.499 717.574 717.852 717.927 718.199 718.274 718.542 718.617 718.880 718.955 719.540 719.615 719.863 719.938 720.180 720.255 720.493 720.568 720.801 720.876 721.103 721.178 721.401 721.476 1.50 711.850 712.250 712.650 713.050 713.450 713.850 714.250 714.647 715.040 715.428 715.810 716.188 716.561 716.928 717.291 717.649 718.002 718.349 718.692 719.030 719.690 720.013 720.330 720.643 720.951 721.253 721.551分隔 带宽 横坡% 度
路基高程计算桩号 K199+150. K199+160. K199+170. K199+180. K199+190. K199+200. K199+210. K199+220. K199+230. K199+240. K199+250. K199+260. K199+270. K199+280. K199+290. K199+300. K199+310. K199+320. K199+330. K199+340. K199+360. K199+370. K199+380. K199+390. K199+400. K199+410. K199+420. 高程 711.860 712.260 712.660 713.060 713.460 713.860 714.260 714.657 715.050 715.438 715.820 716.198 716.571 716.938 717.301 717.659 718.012 718.359 718.702 719.040 719.700 720.023 720.340 720.653 720.961 721.263 721.561 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 9 711.775 ####### 712.175 ####### 712.575 ####### 712.975 ####### 713.375 ####### 713.775 ####### 714.175 ####### 714.572 ####### 714.965 ####### 715.353 ####### 715.735 ####### 716.113 ####### 716.486 ####### 716.853 ####### 717.216 ####### 717.574 ####### 717.927 ####### 718.274 ####### 718.617 ####### 718.955 ####### 719.615 ####### 719.938 ####### 720.255 ####### 720.568 ####### 720.876 ####### 721.178 ####### 721.476 #######
11.5 711.650 712.050 712.450 712.850 713.250 713.650 714.050 714.447 714.840 715.228 715.610 715.988 716.361 716.728 717.091 717.449 717.802 718.149 718.492 718.830 719.490 719.813 720.130 720.443 720.751 721.053 721.351
路肩 路面宽度 高程 711.62 12.25 712.02 12.25 712.42 12.25 712.82 12.25 713.22 12.25 713.62 12.25 714.02 12.25 714.417 12.25 714.81 12.25 715.198 12.25 715.58 12.25 715.958 12.25 716.331 12.25 716.698 12.25 717.061 12.25 717.419 12.25 717.772 12.25 718.119 12.25 718.462 12.25 718.8 12.25 719.46 12.25 719.783 12.25 720.1 12.25 720.413 12.25 720.721 12.25 721.023 12.25 721.321 12.25
路基高程计算