批量计算路面高程

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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 12.25 752.898 12.25 753.106 12.25 753.315 12.25 753.523 12.25 753.731 12.25 753.94 12.25 754.148 12.25 754.356 12.25 754.564 12.25 754.773 12.25 754.975 12.25 755.169 12.25 755.353 12.25 755.528 12.25 755.692 12.25 755.846 12.25 755.99 13.45 756.1 14.65 756.2 15.25 756.303 15.25 756.407 15.25 756.501 14.65 756.597 13.45 756.695 12.25 756.783 12.25 756.838 12.25 756.882 11.5 752.928 753.136 753.345 753.553 753.761 753.970 754.178 754.386 754.594 754.803 755.005 755.199 755.383 755.558 755.722 755.876 756.020 756.154 756.278 756.393 756.497 756.591 756.675 756.749 756.813 756.868 756.912 左边桩 9.00 5.25 752.978 753.053 753.186 753.261 753.395 753.470 753.603 753.678 753.811 753.886 754.020 754.095 754.228 754.303 754.436 754.511 754.644 754.719 754.853 754.928 755.055 755.130 755.249 755.324 755.433 755.508 755.608 755.683 755.772 755.847 755.926 756.001 756.070 756.145 756.204 756.279 756.328 756.403 756.443 756.518 756.547 756.622 756.641 756.716 756.725 756.800 756.799 756.874 756.863 756.938 756.918 756.993 756.962 757.037 1.50 753.128 753.336 753.545 753.753 753.961 754.170 754.378 754.586 754.794 755.003 755.205 755.399 755.583 755.758 755.922 756.076 756.220 756.354 756.478 756.593 756.697 756.791 756.875 756.949 757.013 757.068 757.112分隔带宽横坡% 度

路基高程计算桩号 K193+700. K193+710. K193+720. K193+730. K193+740. K193+750. K193+760. K193+770. K193+780. K193+790. K193+800. K193+810. K193+820. K193+830. K193+840. K193+850. K193+860. K193+870. K193+880. K193+890. K193+900. K193+910. K193+920. K193+930. K193+940. K193+950. K193+960. 高程 753.138 753.346 753.555 753.763 753.971 754.180 754.388 754.596 754.804 755.013 755.215 755.409 755.593 755.768 755.932 756.086 756.230 756.364 756.488 756.603 756.707 756.801 756.885 756.959 757.023 757.078 757.122 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 -1 -1 -0 0 0.4 0.8

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 9 753.053 ####### 753.261 ####### 753.470 ####### 753.678 ####### 753.886 ####### 754.095 ####### 754.303 ####### 754.511 ####### 754.719 ####### 754.928 ####### 755.130 ####### 755.324 ####### 755.508 ####### 755.683 ####### 755.847 ####### 756.001 ####### 756.145 ####### 756.279 ####### 756.403 ####### 756.518 ####### 756.639 ####### 756.750 ####### 756.851 ####### 756.942 ####### 757.023 ####### 757.095 ####### 757.156 #######

11.5 752.928 753.136 753.345 753.553 753.761 753.970 754.178 754.386 754.594 754.803 755.005 755.199 755.383 755.558 755.722 755.876

756.020 756.154 756.278 756.393 756.539 756.675 756.801 756.917 757.023 757.120 757.206

路肩路面宽度高程 752.898 12.25 753.106 12.25 753.315 12.25 753.523 12.25 753.731 12.25 753.94 12.25 754.148 12.25 754.356 12.25 754.564 12.25 754.773 12.25 754.975 12.25 755.169 12.25 755.353 12.25 755.528 12.25 755.692 12.25 755.846 12.25 755.99 12.25 756.1 13.45 756.2 14.65 756.303 15.25 756.461 15.25 756.609 15.25 756.752 14.65 756.882 13.45 756.993 12.25 757.09 12.25 757.176 12.25

路基高程计算

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

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

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

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

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

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

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 12.25 733.72 12.25 733.33 12.25 732.94 12.25 732.55 12.25 732.16 12.25 731.77 12.25 731.38 12.25 730.992 12.25 730.61 12.25 730.233 12.25 729.861 12.25 729.496 12.25 729.136 12.25 728.781 12.25 728.432 12.25 728.089 12.25 727.751 12.25 727.418 12.25 727.091 12.25 726.77 12.25 726.455 12.25 726.144 12.25 725.84 12.25 725.541 12.25 725.247 12.25 724.959 12.25 724.677 11.5 733.750 733.360 732.970 732.580 732.190 731.800 731.410 731.022 730.640 730.263 729.891 729.526 729.166 728.811 728.462 728.119 727.781 727.448 727.121 726.800 726.485 726.174 725.870 725.571 725.277 724.989 724.707 左边桩 9.00 5.25 733.800 733.875 733.410 733.485 733.020 733.095 732.630 732.705 732.240 732.315 731.850 731.925 731.460 731.535 731.072 731.147 730.690 730.765 730.313 730.388 729.941 730.016 729.576 729.651 729.216 729.291 728.861 728.936 728.512 728.587 728.169 728.244 727.831 727.906 727.498 727.573 727.171 727.246 726.850 726.925 726.535 726.610 726.224 726.299 725.920 725.995 725.621 725.696 725.327 725.402 725.039 725.114 724.757 724.832 1.50 733.950 733.560 733.170 732

.780 732.390 732.000 731.610 731.222 730.840 730.463 730.091 729.726 729.366 729.011 728.662 728.319 727.981 727.648 727.321 727.000 726.685 726.374 726.070 725.771 725.477 725.189 724.907分隔带宽横坡% 度

路基高程计算桩号 K194+790. K194+800. K194+810. K194+820. K194+830. K194+840. K194+850. K194+860. K194+870. K194+880. K194+890. K194+900. K194+910. K194+920. K194+930. K194+940. K194+950. K194+960. K194+970. K194+980. K194+990. K195+000. K195+010. K195+020. K195+030. K195+040. K195+050. 高程 733.960 733.570 733.180 732.790 732.400 732.010 731.620 731.232 730.850 730.473 730.101 729.736 729.376 729.021 728.672 728.329 727.991 727.658 727.331 727.010 726.695 726.384 726.080 725.781 725.487 725.199 724.917 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 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

右边桩 5.25 9 733.875 ####### 733.485 ####### 733.095 ####### 732.705 ####### 732.315 ####### 731.925 ####### 731.535 ####### 731.147 ####### 730.765 ####### 730.388 ####### 730.016 ####### 729.651 ####### 729.291 ####### 728.936 ####### 728.587 ####### 728.244 ####### 727.906 ####### 727.573 ####### 727.246 ####### 726.925 ####### 726.610 ####### 726.299 ####### 725.995 ####### 725.696 ####### 725.402 ####### 725.114 ####### 724.832 #######

11.5 733.750 733.360 732.970 732.580 732.190 731.800 731.410 731.022 730.640 730.263 729.891 729.526 729.166 728.811 728.462 728.119 727.781 727.448 727.121 726.800 726.485 726.174 725.870 725.571 725.277 724.989 724.707

路肩路面宽度高程 733.72 12.25 733.33 12.25 732.94 12.25 732.55 12.25 732.16 12.25 731.77 12.25 731.38 12.25 730.992 12.25 730.61 12.25 730.233 12.25 729.861 12.25 729.496 12.25 729.136 12.25 728.781 12.25 728.432 12.25 728.089 12.25 727.751 12.25 727.418 12.25 727.091 12.25 726.77 12.25 726.455 12.25 726.144 12.25 725.84 12.25 725.541 12.25 725.247 12.25 724.959 12.25 724.677 12.25

路基高程计算

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 12.25 724.4 12.25 724.129 12.25 723.863 12.25 723.603 12.25 723.349 12.25 723.1 12.25 722.856 12.25 722.619 12.25 722.383 12.25 722.147 12.25 721.911 12.25 721.675 12.25 721.44 12.25 721.204 12.25 720.968 12.25 720.732 12.25 720.496 12.25 720.261 12.25 720.025 12.25 719.815 12.25 719.632 12.25 719.448 12.25 719.266 12.25 719.082 12.25 718.899 12.25 718.715 12.25 718.532 11.5 724.430 724.159 723.893 723.633 723.379 723.130 722.886 722.649 722.413 722.177 721.941 721.705 721.470 721.234 720.998 720.762 720.526 720.291 720.055 719.845 719.662 719.478 719.296 719.112 718.929 718.745 718.56

2 左边桩 9.00 5.25 724.480 724.555 724.209 724.284 723.943 724.018 723.683 723.758 723.429 723.504 723.180 723.255 722.936 723.011 722.699 722.774 722.463 722.538 722.227 722.302 721.991 722.066 721.755 721.830 721.520 721.595 721.284 721.359 721.048 721.123 720.812 720.887 720.576 720.651 720.341 720.416 720.105 720.180 719.889 719.955 719.693 719.740 719.497 719.525 719.302 719.311 719.106 719.097 718.910 718.882 718.714 718.667 718.518 718.452 1.50 724.630 724.359 724.093 723.833 723.579 723.330 723.086 722.849 722.613 722.377 722.141 721.905 721.670 721.434 721.198 720.962 720.726 720.491 720.255 720.020 719.787 719.553 719.321 719.087 718.854 718.620 718.387分隔带宽横坡% 度

路基高程计算桩号 K195+060. K195+070. K195+080. K195+090. K195+100. K195+110. K195+120. K195+130. K195+140. K195+150. K195+160. K195+170. K195+180. K195+190. K195+200. K195+210. K195+220. K195+230. K195+240. K195+250. K195+260. K195+270. K195+280. K195+290. K195+300. K195+310. K195+320. 高程 724.640 724.369 724.103 723.843 723.589 723.340 723.096 722.859 722.623 722.387 722.151 721.915 721.680 721.444 721.208 720.972 720.736 720.501 720.265 720.029 719.793 719.557 719.322 719.086 718.850 718.614 718.378 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 -1.8 -1.3 -0.8 -0.3 0.25 0.75 1.25 1.75

-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

右边桩 5.25 9 724.555 ####### 724.284 ####### 724.018 ####### 723.758 ####### 723.504 ####### 723.255 ####### 723.011 ####### 722.774 ####### 722.538 ####### 722.302 ####### 722.066 ####### 721.830 ####### 721.595 ####### 721.359 ####### 721.123 ####### 720.887 ####### 720.651 ####### 720.416 ####### 720.180 ####### 719.944 ####### 719.708 ####### 719.472 ####### 719.237 ####### 719.001 ####### 718.765 ####### 718.529 ####### 718.293 #######

11.5 724.430 724.159 723.893 723.633 723.379 723.130 722.886 722.649 722.413 722.177 721.941 721.705 721.470 721.234 720.998 720.762 720.526 720.291 720.055 719.819 719.583 719.347 719.112 718.876 718.640 718.404 718.168

路肩路面宽度高程 724.4 12.25 724.129 12.25 723.863 12.25 723.603 12.25 723.349 12.25 723.1 12.25 722.856 12.25 722.619 12.25 722.383 12.25 722.147 12.25 721.911 12.25 721.675 12.25 721.44 12.25 721.204 12.25 720.968 12.25 720.732 12.25 720.496 12.25 720.261 12.25 720.025 12.25 719.789 12.25 719.553 12.25 719.317 12.25 719.082 12.25 718.846 12.25 718.61 12.25 718.374 12.25 718.138 12.25

路基高程计算

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 12.25 718.349 12.25 718.166 12.25 717.982 12.25 717.799 12.25 717.707 12.25 717.354 12

.25 717.118 12.25 716.881 12.25 716.653 12.25 716.436 12.25 716.23 12.25 716.035 12.25 715.852 12.25 715.679 12.25 715.518 12.25 715.368 12.25 715.229 12.25 715.101 12.25 714.984 12.25 714.878 12.25 714.783 12.25 714.7 12.25 714.627 12.25 714.566 12.25 714.516 12.25 714.477 12.25 714.449 11.5 718.379 718.196 718.012 717.829 717.737 717.384 717.148 716.911 716.683 716.466 716.260 716.065 715.882 715.709 715.548 715.398 715.259 715.131 715.014 714.908 714.813 714.730 714.657 714.596 714.546 714.507 714.479 左边桩 9.00 5.25 718.323 718.239 718.127 718.024 717.931 717.809 717.735 717.594 717.637 717.487 717.284 717.134 717.048 716.898 716.811 716.661 716.583 716.433 716.366 716.216 716.160 716.010 715.965 715.815 715.782 715.632 715.609 715.459 715.448 715.298 715.298 715.148 715.159 715.009 715.031 714.881 714.914 714.764 714.808 714.658 714.713 714.563 714.630 714.480 714.557 714.407 714.496 714.346 714.446 714.296 714.407 714.257 714.379 714.229 1.50 718.154 717.921 717.687 717.454 717.337 716.984 716.748 716.511 716.283 716.066 715.860 715.665 715.482 715.309 715.148 714.998 714.859 714.731 714.614 714.508 714.413 714.330 714.257 714.196 714.146 714.107 714.079分隔带宽横坡% 度

路基高程计算桩号 K195+330. K195+340. K195+350. K195+360. K195+365. K195+380. K195+390. K195+400. K195+410. K195+420. K195+430. K195+440. K195+450. K195+460. K195+470. K195+480. K195+490. K195+500. K195+510. K195+520. K195+530. K195+540. K195+550. K195+560. K195+570. K195+580. K195+590. 高程 718.143 717.907 717.671 717.435 717.317 716.964 716.728 716.491 716.263 716.046 715.840 715.645 715.462 715.289 715.128 714.978 714.839 714.711 714.594 714.488 714.393 714.310 714.237 714.176 714.126 714.087 714.059 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

2.25 2.75 3.25 3.75 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

-2 -3 -3 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4

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

右边桩 5.25 9 718.047 ####### 717.790 ####### 717.533 ####### 717.276 ####### 717.147 ####### 716.794 ####### 716.558 ####### 716.321 ####### 716.093 ####### 715.876 ####### 715.670 ####### 715.475 ####### 715.292 ####### 715.119 ####### 714.958 ####### 714.808 ####### 714.669 ####### 714.541 ####### 714.424 ####### 714.318 ####### 714.223 ####### 714.140 ####### 714.067 ####### 714.006 ####### 713.956 ####### 713.917 ####### 713.889 #######

11.5 717.907 717.618 717.330 717.041 716.897 716.544 716.308 716.071 715.843 715.626 715.420 715.225 715.042 714.869 714.708 714.558 714.419 714.291 714.174 714.068 713.973 713.890 713.817 713.756 713.706 713.667 713.639

路肩路面宽度高程 717.877 12.25 717.588 12.25 717.3 12.25 717.011 12.25 716.867 12.

25 716.514 12.25 716.278 12.25 716.041 12.25 715.813 12.25 715.596 12.25 715.39 12.25 715.195 12.25 715.012 12.25 714.839 12.25 714.678 12.25 714.528 12.25 714.389 12.25 714.261 12.25 714.144 12.25 714.038 12.25 713.943 12.25 713.86 12.25 713.787 12.25 713.726 12.25 713.676 12.25 713.637 12.25 713.609 12.25

路基高程计算

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 12.25 714.432 12.25 714.426 12.25 714.431 12.25 714.448 12.25 714.475 12.25 714.514 12.25 714.564 12.25 714.625 12.25 714.697 12.25 714.78 12.25 714.874 12.25 714.979 12.25 715.096 12.25 715.223 12.25 715.362 12.25 715.512 12.25 715.647 12.25 715.766 12.25 715.897 12.25 716.034 12.25 716.173 12.25 716.311 12.25 716.45 12.25 716.588 12.25 716.727 12.25 716.865 12.25 717.004 11.5 714.462 714.456 714.461 714.478 714.505 714.544 714.594 714.655 714.727 714.810 714.904 715.009 715.126 715.253 715.392 715.542 715.677 715.796 715.927 716.064 716.203 716.341 716.480 716.618 716.757 716.895 717.034 左边桩 9.00 5.25 714.362 714.212 714.356 714.206 714.361 714.211 714.378 714.228 714.405 714.255 714.444 714.294 714.494 714.344 714.555 714.405 714.627 714.477 714.710 714.560 714.804 714.654 714.909 714.759 715.026 714.876 715.153 715.003 715.292 715.142 715.442 715.292 715.583 715.442 715.715 715.593 715.858 715.755 716.008 715.924 716.159 716.093 716.310 716.263 716.461 716.433 716.612 716.603 716.763 716.772 716.914 716.942 717.065 717.112 1.50 714.062 714.056 714.061 714.078 714.105 714.144 714.194 714.255 714.327 714.410 714.504 714.609 714.726 714.853 714.992 715.142 715.302 715.471 715.652 715.839 716.028 716.216 716.405 716.593 716.782 716.970 717.159分隔带宽横坡% 度

路基高程计算桩号 K195+600. K195+610. K195+620. K195+630. K195+640. K195+650. K195+660. K195+670. K195+680. K195+690. K195+700. K195+710. K195+720. K195+730. K195+740. K195+750. K195+760. K195+770. K195+780. K195+790. K195+800. K195+810. K195+820. K195+830. K195+840. K195+850. K195+860. 高程 714.042 714.036 714.041 714.058 714.085 714.124 714.174 714.235 714.307 714.390 714.484 714.589 714.706 714.833 714.972 715.122 715.283 715.455 715.638 715.828 716.019 716.210 716.401 716.592 716.783 716.974 717.165 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

4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3.75 3.25 2.75 2.25 1.75 1.25 0.75 0.25 -0.3 -0.8 -1.3

-4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -3 -3 -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

右边桩 5.25 9 713.872 ####### 713.866 ####### 713.871 ####### 713.888 ####### 713.915 ####### 713.954 ####### 714.004 ####### 714.065 ####### 714.137 ####### 714.220 ####### 714.314 ####### 714.419 ####### 714.536 ####### 714.663 ####### 714.802 ####### 714.95

2 ####### 715.124 ####### 715.317 ####### 715.521 ####### 715.732 ####### 715.934 ####### 716.125 ####### 716.316 ####### 716.507 ####### 716.698 ####### 716.889 ####### 717.080 #######

11.5 713.622 713.616 713.621 713.638 713.665 713.704 713.754 713.815 713.887 713.970 714.064 714.169 714.286 714.413 714.552 714.702 714.889 715.114 715.349 715.592 715.809 716.000 716.191 716.382 716.573 716.764 716.955

路肩路面宽度高程 713.592 12.25 713.586 12.25 713.591 12.25 713.608 12.25 713.635 12.25 713.674 12.25 713.724 12.25 713.785 12.25 713.857 12.25 713.94 12.25 714.034 12.25 714.139 12.25 714.256 12.25 714.383 12.25 714.522 12.25 714.672 12.25 714.859 12.25 715.084 12.25 715.319 12.25 715.562 12.25 715.779 12.25 715.97 12.25 716.161 12.25 716.352 12.25 716.543 12.25 716.734 12.25 716.925 12.25

路基高程计算

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 12.25 717.142 12.25 717.211 12.25 717.497 12.25 717.688 12.25 717.879 12.25 718.07 12.25 718.261 12.25 718.452 12.25 718.643 12.25 718.834 12.25 719.025 12.25 719.215 12.25 719.406 12.25 719.597 12.25 719.788 12.25 719.979 12.25 720.17 12.25 720.361 12.25 720.55 12.25 720.835 12.25 720.952 12.25 721.061 12.25 721.188 12.25 721.332 12.25 721.469 13.45 721.548 14.65 721.62 11.5 717.172 717.241 717.527 717.718 717.909 718.100 718.291 718.482 718.673 718.864 719.055 719.245 719.436 719.627 719.818 720.009 720.200 720.391 720.580 720.865 720.982 721.091 721.218 721.362 721.499 721.626 721.746 左边桩 9.00 5.25 717.216 717.282 717.291 717.366 717.577 717.652 717.768 717.843 717.959 718.034 718.150 718.225 718.341 718.416 718.532 718.607 718.723 718.798 718.914 718.989 719.105 719.180 719.295 719.370 719.486 719.561 719.677 719.752 719.868 719.943 720.059 720.134 720.250 720.325 720.441 720.516 720.630 720.705 720.934 721.037 721.063 721.185 721.185 721.326 721.318 721.468 721.462 721.612 721.599 721.749 721.726 721.876 721.846 721.996 1.50 717.347 717.441 717.727 717.918 718.109 718.300 718.491 718.682 718.873 719.064 719.255 719.445 719.636 719.827 720.018 720.209 720.400 720.591 720.780 721.140 721.307 721.466 721.618 721.762 721.899 722.026 722.146分隔带宽横坡% 度

路基高程计算桩号 K195+870. K195+875. K195+890. K195+900. K195+910. K195+920. K195+930. K195+940. K195+950. K195+960. K195+970. K195+980. K195+990. K196+000. K196+010. K196+020. K196+030. K196+040. K196+050. K196+070. K196+080. K196+090. K196+100. K196+110. K196+120. K196+130. K196+140. 高程 717.356 717.451 717.737 717.928 718.119 718.310 718.501 718.692 718.883 719.074 719.265 719.455 719.646 719.837 720.028 720.219 720.410 720.601 720.790 721.154 721.323 721.485 721.638 721.782 721.919 722.046 722.166 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

-1.8 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2.8 -3.3 -3.8 -4 -4 -4 -4 -4

-2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -1 -1 -0 0.3 0.8 1.3 1.8 2.8 3.3 3.8 4 4 4 4 4

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

右边桩 5.25 9 717.271 ####### 717.366 ####### 717.652 ####### 717.843 ####### 718.034 ####### 718.225 ####### 718.416 ####### 718.607 ####### 718.798 ####### 718.989 ####### 719.180 ####### 719.381 ####### 719.593 ####### 719.805 ####### 720.017 ####### 720.230 ####### 720.442 ####### 720.654 ####### 720.864 ####### 721.271 ####### 721.461 ####### 721.644 ####### 721.808 ####### 721.952 ####### 722.089 ####### 722.216 ####### 722.336 #######

11.5 717.146 717.241 717.527 717.718 717.909 718.100 718.291 718.482 718.673 718.864 719.055 719.271 719.515 719.758 720.002 720.245 720.489 720.732 720.974 721.443 721.664 721.879 722.058 722.202 722.339 722.466 722.586

路肩路面宽度高程 717.116 12.25 717.211 12.25 717.497 12.25 717.688 12.25 717.879 12.25 718.07 12.25 718.261 12.25 718.452 12.25 718.643 12.25 718.834 12.25 719.025 12.25 719.241 12.25 719.485 12.25 719.728 12.25 719.972 12.25 720.215 12.25 720.459 12.25 720.702 12.25 720.944 12.25 721.413 12.25 721.634 12.25 721.849 12.25 722.028 12.25 722.172 12.25 722.309 12.25 722.484 13.45 722.652 14.65

路基高程计算

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 15.25 721.707 15.25 721.81 15.25 721.905 14.65 722.015 13.45 722.141 12.25 722.259 12.25 722.32 12.25 722.373 12.25 722.417 12.25 722.454 12.25 722.482 12.25 722.501 12.25 722.513 12.25 722.515 12.25 722.51 12.25 722.496 12.25 722.474 12.25 722.444 12.25 722.405 12.25 722.358 12.25 722.303 12.25 722.239 12.25 722.167 12.25 722.086 12.25 721.998 12.25 721.901 12.25 721.795 11.5 721.857 721.960 722.055 722.141 722.219 722.289 722.350 722.403 722.447 722.484 722.512 722.531 722.543 722.545 722.540 722.526 722.504 722.474 722.435 722.388 722.333 722.269 722.197 722.116 722.028 721.931 721.825 左边桩 9.00 5.25 721.957 722.107 722.060 722.210 722.155 722.305 722.241 722.391 722.319 722.469 722.389 722.539 722.450 722.600 722.503 722.653 722.547 722.697 722.584 722.734 722.612 722.762 722.631 722.781 722.643 722.793 722.645 722.795 722.640 722.790 722.626 722.776 722.604 722.754 722.574 722.724 722.535 722.685 722.488 722.638 722.433 722.583 722.369 722.519 722.297 722.447 722.216 722.366 722.128 722.278 722.031 722.181 721.925 722.075 1.50 722.257 722.360 722.455 722.541 722.619 722.689 722.750 722.803 722.847 722.884 722.912 722.931 722.943 722.945 722.940 722.926 722.904 722.874 722.835 722.788 722.733 722.669 722.597 722.516 722.428 722.331 722.225分隔带宽横坡% 度

路基高程计算桩号 K196+150. K196+160. K196+170. K196+180. K196+190. K196+200. K196+210. K196+220. K196+230. K196+240. K196+250. K196+260. K196+270. K196+280. K196+290. K196+300. K196+310. K196+320. K196+330. K196+340. K196+350. K196+360. K196+370. K196+380. K196+390. K196+400. K196+410. 高程

722.277 722.380 722.475 722.561 722.639 722.709 722.770 722.823 722.867 722.904 722.932 722.951 722.963 722.965 722.960 722.946 722.924 722.894 722.855 722.808 722.753 722.689 722.617 722.536 722.448 722.351 722.245 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

-4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4

4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

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

右边桩 5.25 9 722.447 ####### 722.550 ####### 722.645 ####### 722.731 ####### 722.809 ####### 722.879 ####### 722.940 ####### 722.993 ####### 723.037 ####### 723.074 ####### 723.102 ####### 723.121 ####### 723.133 ####### 723.135 ####### 723.130 ####### 723.116 ####### 723.094 ####### 723.064 ####### 723.025 ####### 722.978 ####### 722.923 ####### 722.859 ####### 722.787 ####### 722.706 ####### 722.618 ####### 722.521 ####### 722.415 #######

11.5 722.697 722.800 722.895 722.981 723.059 723.129 723.190 723.243 723.287 723.324 723.352 723.371 723.383 723.385 723.380 723.366 723.344 723.314 723.275 723.228 723.173 723.109 723.037 722.956 722.868 722.771 722.665

路肩路面宽度高程 722.787 15.25 722.89 15.25 722.985 15.25 723.047 14.65 723.077 13.45 723.099 12.25 723.16 12.25 723.213 12.25 723.257 12.25 723.294 12.25 723.322 12.25 723.341 12.25 723.353 12.25 723.355 12.25 723.35 12.25 723.336 12.25 723.314 12.25 723.284 12.25 723.245 12.25 723.198 12.25 723.143 12.25 723.079 12.25 723.007 12.25 722.926 12.25 722.838 12.25 722.741 12.25 722.635 12.25

路基高程计算

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 12.25 721.682 12.25 721.559 12.25 721.429 12.25 721.29 12.25 721.169 12.25 721.067 12.25 720.955 12.25 720.836 12.25 720.51 12.25 720.333 12.25 720.156 12.25 719.979 12.25 719.803 12.25 719.626 12.25 719.449 12.25 719.273 12.25 719.096 12.25 718.919 12.25 718.743 12.25 718.566 12.25 718.389 12.25 718.212 12.25 718.036 12.25 717.859 12.25 717.682 12.25 717.559 12.25 717.434 11.5 721.712 721.589 721.459 721.320 721.199 721.097 720.985 720.866 720.540 720.363 720.186 720.009 719.833 719.656 719.479 719.303 719.126 718.949 718.773 718.596 718.419 718.242 718.066 717.889 717.712 717.589 717.464 左边桩 9.00 5.25 721.812 721.962 721.689 721.839 721.559 721.709 721.420 721.570 721.293 721.434 721.178 721.300 721.054 721.157 720.922 721.006 720.590 720.665 720.413 720.488 720.236 720.311 720.059 720.134 719.883 719.958 719.706 719.781 719.529 719.604 719.353 719.428 719.176 719.251 718.999 719.074 718.823 718.898 718.646 718.721 718.469 718.544 718.292 718.367 718.116 718.191 717.939 718.014 717.762 717.837 717.626 717.682 717.489 717.527 1.50 722.112 721.989 721.859 721.720 721.574 721.422 721.260 721.091 720.740 720.

563 720.386 720.209 720.033 719.856 719.679 719.503 719.326 719.149 718.973 718.796 718.619 718.442 718.266 718.089 717.912 717.739 717.564分隔带宽横坡% 度

路基高程计算桩号 K196+420. K196+430. K196+440. K196+450. K196+460. K196+470. K196+480. K196+490. K196+510. K196+520. K196+530. K196+540. K196+550. K196+560. K196+570. K196+580. K196+590. K196+600. K196+610. K196+620. K196+630. K196+640. K196+650. K196+660. K196+670. K196+680. K196+690. 高程 722.132 722.009 721.879 721.740 721.593 721.438 721.274 721.102 720.750 720.573 720.396 720.219 720.043 719.866 719.689 719.513 719.336 719.159 718.983 718.806 718.629 718.452 718.276 718.099 717.922 717.746 717.569 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

-4 -4 -4 -4 -3.8 -3.3 -2.8 -2.3 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -1.5 -1

4 4 4 4 3.8 3.3 2.8 2.3 1.3 0.8 0.3 -0 -1 -1 -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

右边桩 5.25 9 722.302 ####### 722.179 ####### 722.049 ####### 721.910 ####### 721.752 ####### 721.576 ####### 721.391 ####### 721.198 ####### 720.803 ####### 720.605 ####### 720.407 ####### 720.208 ####### 720.011 ####### 719.813 ####### 719.615 ####### 719.428 ####### 719.251 ####### 719.074 ####### 718.898 ####### 718.721 ####### 718.544 ####### 718.367 ####### 718.191 ####### 718.014 ####### 717.837 ####### 717.661 ####### 717.484 #######

11.5 722.552 722.429 722.299 722.160 721.987 721.779 721.563 721.338 720.881 720.652 720.422 720.193 719.964 719.735 719.505 719.303 719.126 718.949 718.773 718.596 718.419 718.242 718.066 717.889 717.712 717.536 717.359

路肩路面宽度高程 722.522 12.25 722.399 12.25 722.269 12.25 722.13 12.25 721.957 12.25 721.749 12.25 721.533 12.25 721.308 12.25 720.851 12.25 720.622 12.25 720.392 12.25 720.163 12.25 719.934 12.25 719.705 12.25 719.475 12.25 719.273 12.25 719.096 12.25 718.919 12.25 718.743 12.25 718.566 12.25 718.389 12.25 718.212 12.25 718.036 12.25 717.859 12.25 717.682 12.25 717.506 12.25 717.329 12.25

路基高程计算

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

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

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 12.25 713.947 12.25 713.856 12.25 713.767 12.25 713.682 12.25 713.601 12.25 713.522 12.25 713.447 12.25 713.376 12.25 713.307 12.25 713.24

2 12.25 713.181 12.25 713.122 12.25 713.067 12.25 712.99 12.25 712.886 12.25 712.784 12.25 712.681 12.25 712.579 12.25 712.476 12.25 712.374 12.25 712.271 12.25 712.169 12.25 712.066 12.25 711.99 12.25 711.94 12.25 711.89 12.25 711.84 11.5 713.977 713.886 713.797 713.712 713.631 713.552 713.477 713.406 713.337 713.272 713.211 713.152 713.097 713.020 712.916 712.814 712.711 712.609 712.506 712.404 712.301 712.199 712.096 712.020 711.970 711.920 711.870 左边桩 9.00 5.25 713.902 713.790 713.811 713.699 713.722 713.610 713.637 713.525 713.556 713.444 713.477 713.365 713.402 713.290 713.331 713.219 713.262 713.150 713.197 713.085 713.136 713.024 713.077 712.965 713.022 712.910 712.951 712.848 712.860 712.776 712.770 712.704 712.680 712.633 712.590 712.562 712.500 712.491 712.410 712.419 712.320 712.348 712.230 712.277 712.140 712.206 712.070 712.145 712.020 712.095 711.970 712.045 711.920 711.995 1.50 713.677 713.586 713.497 713.412 713.331 713.252 713.177 713.106 713.037 712.972 712.911 712.852 712.797 712.745 712.691 712.639 712.586 712.534 712.481 712.429 712.376 712.324 712.271 712.220 712.170 712.120 712.070分隔带宽横坡% 度

路基高程计算桩号 K196+970. K196+980. K196+990. K197+000. K197+010. K197+020. K197+030. K197+040. K197+050. K197+060. K197+070. K197+080. K197+090. K197+100. K197+110. K197+120. K197+130. K197+140. K197+150. K197+160. K197+170. K197+180. K197+190. K197+200. K197+210. K197+220. K197+230. 高程 713.662 713.571 713.482 713.397 713.316 713.237 713.162 713.091 713.022 712.957 712.896 712.837 712.782 712.731 712.680 712.630 712.580 712.530 712.480 712.430 712.380 712.330 712.280 712.230 712.180 712.130 712.080 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

3 3 3 3 3 3 3 3 3 3 3 3 3 2.75 2.25 1.75 1.25 0.75 0.25 -0.3 -0.8 -1.3 -1.8 -2 -2 -2 -2

-3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -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

右边桩 5.25 9 713.535 ####### 713.444 ####### 713.355 ####### 713.270 ####### 713.189 ####### 713.110 ####### 713.035 ####### 712.964 ####### 712.895 ####### 712.830 ####### 712.769 ####### 712.710 ####### 712.655 ####### 712.614 ####### 712.584 ####### 712.545 ####### 712.495 ####### 712.445 ####### 712.395 ####### 712.345 ####### 712.295 ####### 712.245 ####### 712.195 ####### 712.145 ####### 712.095 ####### 712.045 ####### 711.995 #######

11.5 713.347 713.256 713.167 713.082 713.001 712.922 712.847 712.776 712.707 712.642 712.581 712.522 712.467 712.442 712.444 712.420 712.370 712.320 712.270 712.220 712.170 712.120 712.070 712.020 711.970 711.920 711.870

路肩路面宽度高程 713.317 12.25 713.226 12.25 713.137 12.25 713.052 12.25 712.971 12.25 712.892 12.25 712.817 12.25

712.746 12.25 712.677 12.25 712.612 12.25 712.551 12.25 712.492 12.25 712.437 12.25 712.412 12.25 712.414 12.25 712.39 12.25 712.34 12.25 712.29 12.25 712.24 12.25 712.19 12.25 712.14 12.25 712.09 12.25 712.04 12.25 711.99 12.25 711.94 12.25 711.89 12.25 711.84 12.25

路基高程计算

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 12.25 711.79 12.25 711.74 12.25 711.69 12.25 711.64 12.25 711.59 12.25 711.54 12.25 711.49 12.25 711.438 12.25 711.377 12.25 711.309 12.25 711.232 12.25 711.147 12.25 711.053 12.25 710.951 12.25 710.841 12.25 710.723 12.25 710.596 12.25 710.46 12.25 710.317 12.25 710.005 12.25 709.836 12.25 709.659 12.25 709.474 12.25 709.281 12.25 709.079 12.25 708.869 12.25 708.65 11.5 711.820 711.770 711.720 711.670 711.620 711.570 711.520 711.468 711.407 711.339 711.262 711.177 711.083 710.981 710.871 710.753 710.626 710.490 710.347 710.035 709.866 709.689 709.504 709.311 709.109 708.899 708.680 左边桩 9.00 5.25 711.870 711.945 711.820 711.895 711.770 711.845 711.720 711.795 711.670 711.745 711.620 711.695 711.570 711.645 711.518 711.593 711.457 711.532 711.389 711.464 711.312 711.387 711.227 711.302 711.133 711.208 711.031 711.106 710.921 710.996 710.803 710.878 710.676 710.751 710.540 710.615 710.397 710.472 710.085 710.160 709.916 709.991 709.739 709.814 709.554 709.629 709.361 709.436 709.159 709.234 708.949 709.024 708.730 708.805 1.50 712.020 711.970 711.920 711.870 711.820 711.770 711.720 711.668 711.607 711.539 711.462 711.377 711.283 711.181 711.071 710.953 710.826 710.690 710.547 710.235 710.066 709.889 709.704 709.511 709.309 709.099 708.880分隔带宽横坡% 度

路基高程计算桩号 K197+240. K197+250. K197+260. K197+270. K197+280. K197+290. K197+300. K197+310. K197+320. K197+330. K197+340. K197+350. K197+360. K197+370. K197+380. K197+390. K197+400. K197+410. K197+420. K197+440. K197+450. K197+460. K197+470. K197+480. K197+490. K197+500. K197+510. 高程 712.030 711.980 711.930 711.880 711.830 711.780 711.730 711.678 711.617 711.549 711.472 711.387 711.293 711.191 711.081 710.963 710.836 710.700 710.557 710.245 710.076 709.899 709.714 709.521 709.319 709.109 708.890 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 -1 -1 0 0.5 1 1.5 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

右边桩 5.25 9 711.945 ####### 711.895 ####### 711.845 ####### 711.795 ####### 711.745 ####### 711.695 ####### 711.645 ####### 711.593 ####### 711.532 ####### 711.464 ####### 711.387 ####### 711.302 ####### 711.229 ####### 711.149 ####### 711.060 ####### 710.963 ####### 710.857 ####### 710.743 ####### 710.621 ####### 710

.330 ####### 710.161 ####### 709.984 ####### 709.799 ####### 709.606 ####### 709.404 ####### 709.194 ####### 708.975 #######

11.5 711.820 711.770 711.720 711.670 711.620 711.570 711.520 711.468 711.407 711.339 711.262 711.177 711.136 711.086 711.029 710.963 710.889 710.805 710.715 710.455 710.286 710.109 709.924 709.731 709.529 709.319 709.100

路肩路面宽度高程 711.79 12.25 711.74 12.25 711.69 12.25 711.64 12.25 711.59 12.25 711.54 12.25 711.49 12.25 711.438 12.25 711.377 12.25 711.309 12.25 711.232 12.25 711.147 12.25 711.106 12.25 711.056 12.25 710.999 12.25 710.933 12.25 710.859 12.25 710.775 12.25 710.685 12.25 710.425 12.25 710.256 12.25 710.079 12.25 709.894 12.25 709.701 12.25 709.499 12.25 709.289 12.25 709.07 12.25

路基高程计算

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 12.25 708.423 12.25 708.188 12.25 707.944 12.25 707.693 12.25 707.432 12.25 707.164 12.25 706.887 12.25 706.602 12.25 706.308 12.25 706.006 12.25 705.696 12.25 705.378 12.25 705.051 12.25 704.715 12.25 704.372 12.25 704.02 12.25 703.66 12.25 702.914 12.25 702.529 12.25 702.136 12.25 701.741 12.25 701.345 12.25 700.95 12.25 700.555 12.25 700.159 12.25 699.764 12.25 699.368 11.5 708.453 708.218 707.974 707.723 707.462 707.194 706.917 706.632 706.338 706.036 705.726 705.408 705.081 704.745 704.402 704.050 703.690 702.944 702.559 702.166 701.771 701.375 700.980 700.585 700.189 699.794 699.398 左边桩 9.00 5.25 708.503 708.578 708.268 708.343 708.024 708.099 707.773 707.848 707.512 707.587 707.244 707.319 706.967 707.042 706.682 706.757 706.388 706.463 706.086 706.161 705.776 705.851 705.458 705.533 705.131 705.206 704.795 704.870 704.452 704.527 704.100 704.175 703.740 703.815 702.994 703.069 702.609 702.684 702.216 702.291 701.821 701.896 701.425 701.500 701.030 701.105 700.635 700.710 700.239 700.314 699.844 699.919 699.448 699.523 1.50 708.653 708.418 708.174 707.923 707.662 707.394 707.117 706.832 706.538 706.236 705.926 705.608 705.281 704.945 704.602 704.250 703.890 703.144 702.759 702.366 701.971 701.575 701.180 700.785 700.389 699.994 699.598分隔带宽横坡% 度

路基高程计算桩号 K197+520. K197+530. K197+540. K197+550. K197+560. K197+570. K197+580. K197+590. K197+600. K197+610. K197+620. K197+630. K197+640. K197+650. K197+660. K197+670. K197+680. K197+700. K197+710. K197+720. K197+730. K197+740. K197+750. K197+760. K197+770. K197+780. K197+790. 高程 708.663 708.428 708.184 707.933 707.672 707.404 707.127 706.842 706.548 706.246 705.936 705.618 705.291 704.955 704.612 704.260 703.900 703.154 702.769 702.376 701.981 701.585 701.190 700.795 700.399 700.004 699.608 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 1.5 1 0.5 0

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 9 708.748 ####### 708.513 ####### 708.269 ####### 708.018 ####### 707.757 ####### 707.489 ####### 707.212 ####### 706.927 ####### 706.633 ####### 706.331 ####### 706.021 ####### 705.703 ####### 705.376 ####### 705.040 ####### 704.697 ####### 704.345 ####### 703.985 ####### 703.239 ####### 702.854 ####### 702.461 ####### 702.066 ####### 701.670 ####### 701.275 ####### 700.859 ####### 700.442 ####### 700.025 ####### 699.608 #######

11.5 708.873 708.638 708.394 708.143 707.882 707.614 707.337 707.052 706.758 706.456 706.146 705.828 705.501 705.165 704.822 704.470 704.110 703.364 702.979 702.586 702.191 701.795 701.400 700.953 700.504 700.057 699.608

路肩路面宽度高程 708.843 12.25 708.608 12.25 708.364 12.25 708.113 12.25 707.852 12.25 707.584 12.25 707.307 12.25 707.022 12.25 706.728 12.25 706.426 12.25 706.116 12.25 705.798 12.25 705.471 12.25 705.135 12.25 704.792 12.25 704.44 12.25 704.08 12.25 703.334 12.25 702.949 12.25 702.556 12.25 702.161 12.25 701.765 12.25 701.37 12.25 700.923 12.25 700.474 12.25 700.027 12.25 699.578 12.25

路基高程计算

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 12.25 698.973 12.25 698.578 12.25 698.182 12.25 697.787 12.25 697.391 12.25 696.996 12.25 696.601 12.25 696.205 12.25 695.81 12.25 695.414 12.25 695.019 12.25 694.624 12.25 694.228 12.25 693.833 12.25 693.437 12.25 693.042 12.25 692.647 12.25 692.256 12.25 691.878 12.25 691.512 12.25 691.159 12.25 690.818 12.25 690.543 12.25 690.28 12.25 690.03 12.25 689.791 12.25 689.566 11.5 699.003 698.608 698.212 697.817 697.421 697.026 696.631 696.235 695.840 695.444 695.049 694.654 694.258 693.863 693.467 693.072 692.677 692.286 691.908 691.542 691.189 690.848 690.573 690.310 690.060 689.821 689.596 左边桩 9.00 5.25 699.053 699.128 698.658 698.733 698.262 698.337 697.867 697.942 697.471 697.546 697.076 697.151 696.681 696.756 696.285 696.360 695.890 695.965 695.494 695.569 695.099 695.174 694.704 694.779 694.308 694.383 693.913 693.988 693.517 693.592 693.122 693.197 692.727 692.802 692.336 692.411 691.958 692.033 691.592 691.667 691.239 691.314 690.898 690.973 690.610 690.666 690.335 690.373 690.072 690.091 689.821 689.821 689.583 689.564 1.50 699.203 698.808 698.412 698.017 697.621 697.226 696.831 696.435 696.040 695.644 695.249 694.854 694.458 694.063 693.667 693.272 692.877 692.486 692.108 691.742 691.389 691.048 690.723 690.410 690.110 689.821 689.546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 -2 K197+800. 699.213 1 -2 K197+810. 698.818 1 -2 K197+820. 698.422 1 -2 K197+830. 698.027 1 -2 K197+840. 697.631 1 -2 K197+850. 697.236 1 -2 K197+860. 696.841 1 -2 K197+870. 696.445 1 -2 K197+880. 696.050 1 -2 K197+890. 695.654 1 -2 K197+900. 695.259 1 -2 K197+910. 694.864 1 -2 K197+920. 694.468 1 -2 K197+930. 694.073 1 -2 K197+940. 693.67

7 1 -2 K197+950. 693.282 1 -2 K197+960. 692.887 1 -2 K197+970. 692.496 1 -2 K197+980. 692.118 1 -2 K197+990. 691.752 1 -2 K198+000. 691.399 1 -2 K198+010. 691.058 1 -1.5 K198+020. 690.730 1 -1 K198+030. 690.415 1 -0.5 K198+040. 690.112 1 0 K198+050. 689.821 1 0.5 K198+060. 689.543

-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

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

右边桩 5.25 9 699.192 ####### 698.776 ####### 698.358 ####### 697.942 ####### 697.546 ####### 697.151 ####### 696.756 ####### 696.360 ####### 695.965 ####### 695.569 ####### 695.174 ####### 694.779 ####### 694.383 ####### 693.988 ####### 693.592 ####### 693.197 ####### 692.802 ####### 692.411 ####### 692.033 ####### 691.667 ####### 691.314 ####### 690.973 ####### 690.645 ####### 690.330 ####### 690.027 ####### 689.736 ####### 689.458 #######

11.5 699.161 698.713 698.265 697.817 697.421 697.026 696.631 696.235 695.840 695.444 695.049 694.654 694.258 693.863 693.467 693.072 692.677 692.286 691.908 691.542 691.189 690.848 690.520 690.205 689.902 689.611 689.333

路肩路面宽度高程 699.131 12.25 698.683 12.25 698.235 12.25 697.787 12.25 697.391 12.25 696.996 12.25 696.601 12.25 696.205 12.25 695.81 12.25 695.414 12.25 695.019 12.25 694.624 12.25 694.228 12.25 693.833 12.25 693.437 12.25 693.042 12.25 692.647 12.25 692.256 12.25 691.878 12.25 691.512 12.25 691.159 12.25 690.818 12.25 690.49 12.25 690.175 12.25 689.872 12.25 689.581 12.25 689.303 12.25

路基高程计算

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 12.25 689.352 12.25 689.152 12.25 688.964 12.25 688.789 12.25 688.625 12.25 688.422 12.25 688.231 12.25 688.053 12.25 687.888 12.25 687.735 12.25 687.594 12.25 687.466 12.25 687.35 12.25 687.247 13.45 687.193 14.65 687.151 15.25 687.103 15.25 687.05 15.25 687.009 14.65 686.963 13.45 686.912 12.25 686.873 12.25 686.882 12.25 686.904 12.25 686.939 12.25 686.985 12.25 687.045 11.5 689.382 689.182 688.994 688.819 688.655 688.452 688.261 688.083 687.918 687.765 687.624 687.496 687.380 687.277 687.187 687.109 687.043 686.990 686.949 686.921 686.906 686.903 686.912 686.934 686.969 687.015 687.075 左边桩 9.00 5.25 689.357 689.320 689.144 689.088 688.944 688.869 688.756 688.662 688.580 688.468 688.377 688.265 688.186 688.074 688.008 687.896 687.843 687.731 687.690 687.578 687.549 687.437 687.421 687.309 687.305 687.193 687.202 687.090 687.112 687.000 687.034 686.922 686.968 686.856 686.915 686.803 686.874 686.762 686.846 686.734 686.831 686.719 686.828 686.716 686.837 686.725 686.859 686.747 686.894 686.782 686.940 686.828 687.000 686.888 1.50 689.282 689.032 688.794 688.569 688.355 688.152 687.961 687.783 687.618 687.465 687.324 687.196 687.080 686.977 686.887 686.809 686.743 686.690 68

6.649 686.621 686.606 686.603 686.612 686.634 686.669 686.715 686.775分隔带宽横坡% 度

路基高程计算桩号 K198+070. K198+080. K198+090. K198+100. K198+110. K198+120. K198+130. K198+140. K198+150. K198+160. K198+170. K198+180. K198+190. K198+200. K198+210. K198+220. K198+230. K198+240. K198+250. K198+260. K198+270. K198+280. K198+290. K198+300. K198+310. K198+320. K198+330. 高程 689.277 689.024 688.784 688.556 688.340 688.137 687.946 687.768 687.603 687.450 687.309 687.181 687.065 686.962 686.872 686.794 686.728 686.675 686.634 686.606 686.591 686.588 686.597 686.619 686.654 686.700 686.760 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

1 1.5 2 2.5 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

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

右边桩 5.25 9 689.192 ####### 688.939 ####### 688.699 ####### 688.450 ####### 688.213 ####### 688.010 ####### 687.819 ####### 687.641 ####### 687.476 ####### 687.323 ####### 687.182 ####### 687.054 ####### 686.938 ####### 686.835 ####### 686.745 ####### 686.667 ####### 686.601 ####### 686.548 ####### 686.507 ####### 686.479 ####### 686.464 ####### 686.461 ####### 686.470 ####### 686.492 ####### 686.527 ####### 686.573 ####### 686.633 #######

11.5 689.067 688.814 688.574 688.294 688.025 687.822 687.631 687.453 687.288 687.135 686.994 686.866 686.750 686.647 686.557 686.479 686.413 686.360 686.319 686.291 686.276 686.273 686.282 686.304 686.339 686.385 686.445

路肩路面宽度高程 689.037 12.25 688.784 12.25 688.544 12.25 688.264 12.25 687.995 12.25 687.792 12.25 687.601 12.25 687.423 12.25 687.258 12.25 687.105 12.25 686.964 12.25 686.836 12.25 686.72 12.25 686.617 12.25 686.482 13.75 686.359 15.25 686.293 15.25 686.24 15.25 686.199 15.25 686.189 14.65 686.21 13.45 686.243 12.25 686.252 12.25 686.274 12.25 686.309 12.25 686.355 12.25 686.415 12.25

路基高程计算

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 12.25 687.117 12.25 687.201 12.25 687.298 12.25 687.408 12.25 687.529 12.25 687.664 12.25 687.811 12.25 687.97 12.25 688.142 12.25 688.327 12.25 688.523 12.25 688.681 12.25 688.85 12.25 689.032 12.25 689.226 12.25 689.434 12.25 689.651 12.25 689.875 12.25 690.099 12.25 690.324 12.25 690.547 12.25 690.824 12.25 691.101 12.25 691.378 12.25 691.654 12.25 691.931 12.25 692.208 11.5 687.147 687.231 687.328 687.438 687.559 687.694 687.841 688.000 688.172 688.357 688.553 688.711 688.880 689.062 689.256 689.464 689.681 689.905 690.129 690.354 690.577 690.854 691.131 691.408 691.684 691.961 692.238 左边桩 9.00 5.25 687.072 686.960 687.156 687.044 687.253 687.141 687.363 687.251 687.484 687.372 687.619 687.507 687.766 687.65

4 687.925 687.813 688.097 687.985 688.282 688.170 688.478 688.366 688.648 688.554 688.830 688.755 689.024 688.968 689.231 689.194 689.451 689.432 689.681 689.681 689.917 689.936 690.154 690.192 690.391 690.447 690.627 690.702 690.904 690.979 691.181 691.256 691.458 691.533 691.734 691.809 692.011 692.086 692.288 692.363 1.50 686.847 686.931 687.028 687.138 687.259 687.394 687.541 687.700 687.872 688.057 688.253 688.461 688.680 688.912 689.156 689.414 689.681 689.955 690.229 690.504 690.777 691.054 691.331 691.608 691.884 692.161 692.438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 3 K198+340. 686.832 1 3 K198+350. 686.916 1 3 K198+360. 687.013 1 3 K198+370. 687.123 1 3 K198+380. 687.244 1 3 K198+390. 687.379 1 3 K198+400. 687.526 1 3 K198+410. 687.685 1 3 K198+420. 687.857 1 3 K198+430. 688.042 1 3 K198+440. 688.238 1 2.5 K198+450. 688.448 1 2 K198+460. 688.670 1 1.5 K198+470. 688.904 1 1 K198+480. 689.151 1 0.5 K198+490. 689.411 1 0 K198+500. 689.681 1 -0.5 K198+510. 689.957 1 -1 K198+520. 690.234 1 -1.5 K198+530. 690.511 1 -2 K198+540. 690.787 1 -2 K198+550. 691.064 1 -2 K198+560. 691.341 1 -2 K198+570. 691.618 1 -2 K198+580. 691.894 1 -2 K198+590. 692.171 1 -2 K198+600. 692.448

-3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -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

右边桩 5.25 9 686.705 ####### 686.789 ####### 686.886 ####### 686.996 ####### 687.117 ####### 687.252 ####### 687.399 ####### 687.558 ####### 687.730 ####### 687.915 ####### 688.111 ####### 688.342 ####### 688.585 ####### 688.819 ####### 689.066 ####### 689.326 ####### 689.596 ####### 689.872 ####### 690.149 ####### 690.426 ####### 690.702 ####### 690.979 ####### 691.256 ####### 691.533 ####### 691.809 ####### 692.086 ####### 692.363 #######

11.5 686.517 686.601 686.698 686.808 686.929 687.064 687.211 687.370 687.542 687.727 687.923 688.186 688.460 688.694 688.941 689.201 689.471 689.747 690.024 690.301 690.577 690.854 691.131 691.408 691.684 691.961 692.238

路肩路面宽度高程 686.487 12.25 686.571 12.25 686.668 12.25 686.778 12.25 686.899 12.25 687.034 12.25 687.181 12.25 687.34 12.25 687.512 12.25 687.697 12.25 687.893 12.25 688.156 12.25 688.43 12.25 688.664 12.25 688.911 12.25 689.171 12.25 689.441 12.25 689.717 12.25 689.994 12.25 690.271 12.25 690.547 12.25 690.824 12.25 691.101 12.25 691.378 12.25 691.654 12.25 691.931 12.25 692.208 12.25

路基高程计算

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 12.25 692.484 12.25 692.761 12.25 693.038 12.25 693.314 12.25 693.591 12.25 693.868 12.25 694.148 12.25 694.43 12.25 694.716 12.25 695.007 12.25 695.301 12.25 695.6 12.25 695.903 12.25 696.21 12.25 696.521 12.25 696.837 12.25 697.156 12.2

5 697.48 12.25 697.808 12.25 698.14 12.25 698.476 12.25 698.817 12.25 699.161 12.25 699.51 12.25 699.863 12.25 700.22 12.25 700.581 11.5 692.514 692.791 693.068 693.344 693.621 693.898 694.178 694.460 694.746 695.037 695.331 695.630 695.933 696.240 696.551 696.867 697.186 697.510 697.838 698.170 698.506 698.847 699.191 699.540 699.893 700.250 700.611 左边桩 9.00 5.25 692.564 692.639 692.841 692.916 693.118 693.193 693.394 693.469 693.671 693.746 693.948 694.023 694.228 694.303 694.510 694.585 694.796 694.871 695.087 695.162 695.381 695.456 695.680 695.755 695.983 696.058 696.290 696.365 696.601 696.676 696.917 696.992 697.236 697.311 697.560 697.635 697.888 697.963 698.220 698.295 698.556 698.631 698.897 698.972 699.241 699.316 699.590 699.665 699.943 700.018 700.300 700.375 700.661 700.736 1.50 692.714 692.991 693.268 693.544 693.821 694.098 694.378 694.660 694.946 695.237 695.531 695.830 696.133 696.440 696.751 697.067 697.386 697.710 698.038 698.370 698.706 699.047 699.391 699.740 700.093 700.450 700.811分隔带宽横坡% 度

路基高程计算桩号 K198+610. K198+620. K198+630. K198+640. K198+650. K198+660. K198+670. K198+680. K198+690. K198+700. K198+710. K198+720. K198+730. K198+740. K198+750. K198+760. K198+770. K198+780. K198+790. K198+800. K198+810. K198+820. K198+830. K198+840. K198+850. K198+860. K198+870. 高程 692.724 693.001 693.278 693.554 693.831 694.108 694.388 694.670 694.956 695.247 695.541 695.840 696.143 696.450 696.761 697.077 697.396 697.720 698.048 698.380 698.716 699.057 699.401 699.750 700.103 700.460 700.821 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 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

右边桩 5.25 9 692.639 ####### 692.916 ####### 693.193 ####### 693.469 ####### 693.746 ####### 694.023 ####### 694.303 ####### 694.585 ####### 694.871 ####### 695.162 ####### 695.456 ####### 695.755 ####### 696.058 ####### 696.365 ####### 696.676 ####### 696.992 ####### 697.311 ####### 697.635 ####### 697.963 ####### 698.295 ####### 698.631 ####### 698.972 ####### 699.316 ####### 699.665 ####### 700.018 ####### 700.375 ####### 700.736 #######

11.5 692.514 692.791 693.068 693.344 693.621 693.898 694.178 694.460 694.746 695.037 695.331 695.630 695.933 696.240 696.551 696.867 697.186 697.510 697.838 698.170 698.506 698.847 699.191 699.540 699.893 700.250 700.611

路肩路面宽度高程 692.484 12.25 692.761 12.25 693.038 12.25 693.314 12.25 693.591 12.25 693.868 12.25 694.148 12.25 694.43 12.25 694.716 12.25 695.007 12.25 695.301 12.25 695.6 12.25 695.903 12.25 696.21 12.25 696.521 12.25 6

96.837 12.25 697.156 12.25 697.48 12.25 697.808 12.25 698.14 12.25 698.476 12.25 698.817 12.25 699.161 12.25 699.51 12.25 699.863 12.25 700.22 12.25 700.581 12.25

路基高程计算

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 12.25 700.947 12.25 701.316 12.25 701.69 12.25 702.068 12.25 702.45 12.25 702.836 12.25 703.227 12.25 703.621 12.25 704.02 12.25 704.42 12.25 704.82 12.25 705.22 12.25 705.62 12.25 706.02 12.25 706.42 12.25 706.82 12.25 707.22 12.25 707.62 12.25 708.02 12.25 708.42 12.25 708.82 12.25 709.22 12.25 709.62 12.25 710.02 12.25 710.42 12.25 710.82 12.25 711.22 11.5 700.977 701.346 701.720 702.098 702.480 702.866 703.257 703.651 704.050 704.450 704.850 705.250 705.650 706.050 706.450 706.850 707.250 707.650 708.050 708.450 708.850 709.250 709.650 710.050 710.450 710.850 711.250 左边桩 9.00 5.25 701.027 701.102 701.396 701.471 701.770 701.845 702.148 702.223 702.530 702.605 702.916 702.991 703.307 703.382 703.701 703.776 704.100 704.175 704.500 704.575 704.900 704.975 705.300 705.375 705.700 705.775 706.100 706.175 706.500 706.575 706.900 706.975 707.300 707.375 707.700 707.775 708.100 708.175 708.500 708.575 708.900 708.975 709.300 709.375 709.700 709.775 710.100 710.175 710.500 710.575 710.900 710.975 711.300 711.375 1.50 701.177 701.546 701.920 702.298 702.680 703.066 703.457 703.851 704.250 704.650 705.050 705.450 705.850 706.250 706.650 707.050 707.450 707.850 708.250 708.650 709.050 709.450 709.850 710.250 710.650 711.050 711.450分隔带宽横坡% 度

路基高程计算桩号 K198+880. K198+890. K198+900. K198+910. K198+920. K198+930. K198+940. K198+950. K198+960. K198+970. K198+980. K198+990. K199+000. K199+010. K199+020. K199+030. K199+040. K199+050. K199+060. K199+070. K199+080. K199+090. K199+100. K199+110. K199+120. K199+130. K199+140. 高程 701.187 701.556 701.930 702.308 702.690 703.076 703.467 703.861 704.260 704.660 705.060 705.460 705.860 706.260 706.660 707.060 707.460 707.860 708.260 708.660 709.060 709.460 709.860 710.260 710.660 711.060 711.460 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 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

右边桩 5.25 9 701.102 ####### 701.471 ####### 701.845 ####### 702.223 ####### 702.605 ####### 702.991 ####### 703.382 ####### 703.776 ####### 704.175 ####### 704.575 ####### 704.975 ####### 705.375 ####### 705.775 ####### 706.175 ####### 706.575 ####### 706.975 ####### 707.375 ####### 707.775 ####### 708.175 ####### 708.575 ####### 708.975 ####### 709.375 ####### 709.775 ####### 710.175 ####### 710.575 ####### 710.975 ####### 7

11.375 #######

11.5 700.977 701.346 701.720 702.098 702.480 702.866 703.257 703.651 704.050 704.450 704.850 705.250 705.650 706.050 706.450 706.850 707.250 707.650 708.050 708.450 708.850 709.250 709.650 710.050 710.450 710.850 711.250

路肩路面宽度高程 700.947 12.25 701.316 12.25 701.69 12.25 702.068 12.25 702.45 12.25 702.836 12.25 703.227 12.25 703.621 12.25 704.02 12.25 704.42 12.25 704.82 12.25 705.22 12.25 705.62 12.25 706.02 12.25 706.42 12.25 706.82 12.25 707.22 12.25 707.62 12.25 708.02 12.25 708.42 12.25 708.82 12.25 709.22 12.25 709.62 12.25 710.02 12.25 710.42 12.25 710.82 12.25 711.22 12.25

路基高程计算

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

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

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