路基分层资料(表格).xls

94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 K0+000 11.900 0.60011.30011.00010.500-0.186 000011.4860.0000 K0+026.0 11.400 0.60010.80010.50010.000-0.010 010.8100.0000.000 K0+033.5 11.400 0.60010.80010.50010.0001.84058.96010.80010.50010.250 K0+053.0 11.400 0.60010.80010.50010.0002.65078.15010.80010.50010.250 K0+066.0 10.443 0.6009.8439.5439.0431.59348.2509.8439.5439.293 K0+086.0 10.153 0.6009.5539.2538.7531.55348.0009.5539.2539.003 K0+105.0 9.885 0.6009.2858.9858.4851.32537.9609.2858.9858.735 K0+128.0 9.600 0.6009.0008.7008.2001.22037.7809.0008.7008.450 K0+151.0 9.360 0.6008.7608.4607.9600.68038.0808.7608.4608.210 K0+171.0 9.189 0.6008.5898.2897.7890.64937.9408.5898.2898.039 K0+195.0 9.028 0.6008.4288.1287.6280.46237.9668.4288.1287.878 K0+220.0 8.913 0.6008.3138.0137.513-0.447 08.7608.3138.0137.763 K0+241.0 8.857 0.6008.2577.9577.457-0.483 08.7408.2577.9577.707 K0+260.0 8.839 0.6008.2397.9397.439-0.489 08.7288.2397.9397.689 K0+281.0 8.856 0.6008.2567.9567.456-0.697 08.9538.2567.9567.706 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) 编制：梁群东 2019/9/9 第1页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K0+300.0 8.903 0.6008.3038.0037.503-0.597 08.9008.3038.0037.753 K0+320.0 8.980 0.6008.3808.0807.580-0.650 09.0308.3808.0807.830 K0+340.0 9.060 0.6008.4608.1607.660-0.780 09.2408.4608.1607.910 K0+360.0 9.140 0.6008.5408.2407.740-0.790 09.3308.5408.2407.990 K0+380.0 9.220 0.6008.6208.3207.820-0.576 09.1968.6208.3208.070 K0+400.0 9.300 0.6008.7008.4007.900-0.510 09.2108.7008.4008.150 K0+420.0 9.380 0.6008.7808.4807.980-0.445 09.2258.7808.4808.230 K0+440.0 9.460 0.6008.8608.5608.060-0.168 09.0288.8608.5608.310 K0+460.0 9.540 0.6008.9408.6408.140-0.107 09.0478.9408.6408.390 K0+480.0 9.620 0.6009.0208.7208.2200.17038.8509.0208.7208.470 K0+500.0 9.700 0.6009.1008.8008.3000.42038.6809.1008.8008.550 K0+520.0 9.780 0.6009.1808.8808.3800.15039.0309.1808.8808.630 K0+538.0 9.852 0.6009.2528.9528.4520.44238.8109.2528.9528.702 K0+550.0 9.900 0.6009.3009.0008.5000.27039.0309.3009.0008.750 K0+570.0 9.973 0.6009.3739.0738.5730.18339.1909.3739.0738.823 编制：梁群东 2019/9/9 第2页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K0+590.0 10.030 0.6009.4309.1308.6300.05039.3809.4309.1308.880 K0+610.0 10.071 0.6009.4719.1718.6710.42139.0509.4719.1718.921 K0+620桥 10.085 0.6009.4859.1858.6850 K0+676桥 10.093 0.6009.4939.1938.6930 K0+700.0 10.057 0.6009.4579.1578.6572.36567.0929.4579.1578.907 K0+717.0 10.019 0.6009.4199.1198.6190.90938.5109.4199.1198.869 K0+730.0 9.981 0.6009.3819.0818.5812.98186.4009.3819.0818.831 K0+736.0 9.961 0.6009.3619.0618.5613.311106.0509.3619.0618.811 K0+755.0 9.910 0.6009.3109.0108.5102.26067.0509.3109.0108.760 K0+773.5 9.898 0.6009.2988.9988.4982.29867.0009.2988.9988.748 K0+787.5 9.915 0.6009.3159.0158.5151.29538.0209.3159.0158.765 K0+810.0 9.989 0.6009.3899.0898.5891.42937.9609.3899.0898.839 K0+830.0 10.102 0.6009.5029.2028.7021.50248.0009.5029.2028.952 K0+850.0 10.261 0.6009.6619.3618.8611.71147.9509.6619.3619.111 K0+870.0 10.464 0.6009.8649.5649.0641.51448.3509.8649.5649.314 编制：梁群东 2019/9/9 第3页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K0+890.0 10.713 0.60010.1139.8139.3131.76348.35010.1139.8139.563 K0+923.3 11.227 0.60010.62710.3279.8272.09758.53010.62710.32710.077 K0+944.8 11.626 0.60011.02610.72610.2262.84688.18011.02610.72610.476 K0+966.0 12.070 0.60011.47011.17010.6702.80088.67011.47011.17010.920 K0+984.9 12.5089.345 K0+989.0 12.609 8.604 K1+000 12.888 0.60012.28811.98811.4883.808118.48012.28811.98811.738 K1+021 13.458 0.60012.85812.55812.0584.408138.45012.85812.55812.308 K1+040 14.012 0.60013.41213.11212.6125.012158.40013.41213.11212.862 K1+060 14.602 0.60014.00213.70213.2025.402178.60014.00213.70213.452 K1+080.0 15.192 0.60014.59214.29213.7925.632178.96014.59214.29214.042 1+100桥 15.782 8.004 K1+571桥 16.933 9.613 K1+593.0 16.394 0.60015.79415.49414.9946.354209.44015.79415.49415.244 K1+606.0 16.076 0.60015.47615.17614.6766.688218.78815.47615.17614.926 编制：梁群东 2019/9/9 第4页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K1+618.0 15.782 0.60015.18214.88214.3827.802257.38015.18214.88214.632 K1+626.0 15.586 0.60014.98614.68614.1866.836218.15014.98614.68614.436 K1+650.0 14.998 0.60014.39814.09813.5986.518207.88014.39814.09813.848 K1+670.0 14.508 0.60013.90813.60813.1085.978187.93013.90813.60813.358 K1+690.0 14.018 0.60013.41813.11812.6185.48917 7.929 13.41813.11812.868 K1+710.0 13.528 0.60012.92812.62812.1285.02015 7.908 12.92812.62812.378 K1+730.0 13.038 0.60012.43812.13811.6384.07112 8.367 12.43812.13811.888 K1+750.0 12.552 0.60011.95211.65211.1523.89711 8.055 11.95211.65211.402 K1+764.5 12.222 0.60011.62211.32210.8222.8048 8.818 11.62211.32211.072 K1+786.0 11.777 0.60011.17710.87710.3772.5967 8.581 11.17710.87710.627 K1+805.0 11.426 0.60010.82610.52610.0262.2236 8.603 10.82610.52610.276 K1+826.0 11.085 0.60010.48510.1859.6852.05058.43510.48510.1859.935 K1+838.0 10.912 0.60010.31210.0129.5121.73148.58110.31210.0129.762 K1+860.0 10.636 0.60010.0369.7369.2361.65248.38410.0369.7369.486 K1+880.0 10.432 0.6009.8329.5329.0321.31238.5209.8329.5329.282 编制：梁群东 2019/9/9 第5页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K1+900.0 10.273 0.6009.6739.3738.8731.12338.5509.6739.3739.123 K1+920.0 10.158 0.6009.5589.2588.7581.19738.3619.5589.2589.008 K1+940.0 10.087 0.6009.4879.1878.6871.13338.3549.4879.1878.937 K1+960.0 10.061 0.6009.4619.1618.6610.90138.5609.4619.1618.911 K1+980.0 10.079 0.6009.4799.1798.6790.78938.6909.4799.1798.929 K2+000.0 10.135 0.6009.5359.2358.7351.01338.5229.5359.2358.985 K2+020.0 10.195 0.6009.5959.2958.7950.76338.8329.5959.2959.045 K2+040.0 10.255 0.6009.6559.3558.8551.50248.1539.6559.3559.105 K2+059.0 10.312 0.6009.7129.4128.9121.02938.6839.7129.4129.162 K2+080.0 10.375 0.6009.7759.4758.9750.87638.8999.7759.4759.225 K2+094.5 10.418 0.6009.8189.5189.0180.67039.1489.8189.5189.268 K2+110.0 10.465 0.6009.8659.5659.0650.52639.3399.8659.5659.315 K2+136.0 10.543 0.6009.9439.6439.1430.62639.3179.9439.6439.393 K2+155.0 10.600 0.60010.0009.7009.2000.61239.38810.0009.7009.450 K2+175.0 10.660 0.60010.0609.7609.2600.71539.34510.0609.7609.510 编制：梁群东 2019/9/9 第6页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K2+195.0 10.720 0.60010.1209.8209.3200.42039.70010.1209.8209.570 K2+218.0 10.789 0.60010.1899.8899.3890.56939.62010.1899.8899.639 K2+233.0 10.834 0.60010.2349.9349.4340.44939.78510.2349.9349.684 K2+255.4 10.924 0.60010.32410.0249.5240.324310.00010.32410.0249.774 K2+275.0 11.118 0.60010.51810.2189.7180.75839.76010.51810.2189.968 K2+294.0 11.420 0.60010.82010.52010.0201.09539.72510.82010.52010.270 K2+312.6 11.825 0.60011.22510.92510.4251.53149.69411.22510.92510.675 K2+325.3 12.153 0.60011.55311.25310.7531.498310.05511.55311.25311.003 K2+346.0 12.691 0.60012.09111.79111.2912.21169.88012.09111.79111.541 K2+367.0 13.237 0.60012.63712.33711.8372.513710.12412.63712.33712.087 K2+386桥 13.731 0.60013.131010.004 K2+603桥 14.978 0.60014.37809.674 K2+615.0 14.744 0.60014.14413.84413.3444.994159.15014.14413.84413.594 K2+641.0 14.131 0.60013.53113.23112.7314.641148.89013.53113.23112.981 K2+661.0 13.659 0.60013.05912.75912.2594.247138.81213.05912.75912.509 编制：梁群东 2019/9/9 第7页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K2+674.3 13.373 0.60012.77312.47311.9733.438109.33512.77312.47312.223 K2+695.0 12.971 0.60012.37112.07111.5715.631176.74012.37112.07111.821 K2+710.0 12.713 0.60012.11311.81311.3135.067157.04612.11311.81311.563 K2+734.0 12.359 0.60011.75911.45910.9592.71989.04011.75911.45911.209 K2+740.5 12.276 0.60011.67611.37610.8762.32669.35011.67611.37611.126 K2+760.0 12.057 0.60011.45711.15710.6572.20769.25011.45711.15710.907 K2+780.0 11.882 0.60011.28210.98210.4822.12269.16011.28210.98210.732 K2+800.0 11.757 0.60011.15710.85710.3571.91759.24011.15710.85710.607 K2+815.6 11.694 0.60011.09410.79410.2941.74949.34511.09410.79410.544 K2+818.0 11.687 0.60011.08710.78710.2871.46739.62011.08710.78710.537 K2+821.0 11.679 0.60011.07910.77910.2791.51949.56011.07910.77910.529 K2+844.0 11.657 0.60011.05710.75710.2571.86759.19011.05710.75710.507 K2+865.0 11.695 0.60011.09510.79510.2951.88559.21011.09510.79510.545 K2+890.0 11.770 0.60011.17010.87010.3702.21468.95611.17010.87010.620 K2+893.6 11.781 0.60011.18110.88110.3810.271310.91011.18110.88110.631 编制：梁群东 2019/9/9 第8页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K2+895.2 11.786 0.60011.18610.88610.386-0.344 011.53011.18610.88610.636 K2+906.5 11.820 0.60011.22010.92010.420-0.794 012.01411.22010.92010.670 K2+908.5 11.826 0.60011.22610.92610.426-0.888 012.11411.22610.92610.676 K2+919.7 11.859 0.60011.25910.95910.459-0.461 011.72011.25910.95910.709 K2+921.3 11.864 0.60011.26410.96410.4640.454310.81011.26410.96410.714 K2+924.0 11.872 0.60011.27210.97210.4722.02259.25011.27210.97210.722 K2+945.0 11.935 0.60011.33511.03510.5352.0579.27811.33511.03510.785 K2+965.0 11.995 0.60011.39511.09510.5952.0769.31911.39511.09510.845 K2+985.0 12.055 0.60011.45511.15510.6552.1649.291 K3+000.0 12.100 0.60011.50011.20010.7002.108 109.3920.8411.50011.30011.10010.900 K3+007.6 12.123 0.60011.52311.22310.7232.153109.3700.8411.52311.32311.12310.923 K3+030.0 12.190 0.60011.59011.29010.7902.170109.4200.8411.59011.39011.19010.990 K3+051.0 12.246 0.60011.64611.34610.8462.172 109.4740.8411.64611.44611.24611.046 K3+072.0 12.287 0.60011.68711.38710.8872.237 109.4500.8411.68711.48711.28711.087 K3+079.6 12.298 0.60011.69811.39810.8982.248 109.4500.8411.69811.49811.29811.098 编制：梁群东 2019/9/9 第9页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K3+095.6 12.315 0.60011.71511.41510.9152.395119.3200.8411.71511.51511.31511.115 K3+114.0 12.324 0.60011.72411.42410.9242.194109.5300.8411.72411.52411.32411.124 K3+136.0 12.321 0.60011.72111.42110.9212.551119.1700.8411.72111.52111.32111.121 K3+154.0 12.306 0.60011.70611.40610.9062.244109.4620.8411.70611.50611.30611.106 K3+177.0 12.271 0.60011.67111.37110.8712.281 109.3900.8411.67111.47111.27111.071 K3+195.5 12.230 0.60011.63011.33010.8302.262 109.3680.8411.63011.43011.23011.030 K3+215.0 12.175 0.60011.57511.27510.7751.92599.6500.8411.57511.37511.17510.975 K3+236.0 12.112 0.60011.51211.21210.7121.82299.6900.8411.51211.31211.11210.912 K3+258.0 12.046 0.60011.44611.14610.6461.91699.5300.8411.44611.24611.04610.846 K3+280.0 11.980 0.60011.38011.08010.5801.630 89.7500.8411.38011.18010.98010.780 K3+300.0 11.920 0.60011.32011.02010.5201.57079.7500.8411.32011.12010.92010.720 K3+320.0 11.861 0.60011.26110.96110.4611.39779.8640.8411.26111.06110.86110.661 K3+340.0 11.805 0.60011.20510.90510.4051.505 79.7000.8411.20511.00510.80510.605 K3+360.0 11.754 0.60011.15410.85410.3541.536 79.6180.8411.15410.95410.75410.554 K3+378.0 11.712 0.60011.11210.81210.3121.552 79.5600.8411.11210.91210.71210.512 编制：梁群东 2019/9/9 第10页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K3+403.0 11.659 0.60011.05910.75910.2591.47979.5800.8411.05910.85910.65910.459 K3+421.0 11.625 0.60011.02510.72510.2251.37579.6500.8411.02510.82510.62510.425 K3+440.0 11.594 0.60010.99410.69410.1941.34479.6500.8410.99410.79410.59410.394 K3+460.0 11.565 0.60010.96510.66510.1651.36579.6000.8410.96510.76510.56510.365 K3+480.0 11.541 0.60010.94110.64110.1411.311 79.6300.8410.94110.74110.54110.341 K3+503.0 11.518 0.60010.91810.61810.1181.214 79.7040.8410.91810.71810.51810.318 K3+521.0 11.504 0.60010.90410.60410.1041.35479.5500.8410.90410.70410.50410.304 K3+524.6 11.502 0.60010.90210.60210.1020.652410.2500.8410.90210.70210.50210.302 K3+551.0 11.490 0.60010.89010.59010.0901.21069.6800.8410.89010.69010.49010.290 K3+572.0 11.485 0.60010.88510.58510.0851.235 69.6500.8410.88510.68510.48510.285 K3+594.0 11.486 0.60010.88610.58610.0861.25669.6300.8410.88610.68610.48610.286 K3+633.0 11.501 0.60010.90110.60110.1011.56979.3320.8410.90110.70110.50110.301 K3+649.0 11.511 0.60010.91110.61110.1111.301 79.6100.8410.91110.71110.51110.311 K3+672.0 11.532 0.60010.93210.63210.1321.382 79.5500.8410.93210.73210.53210.332 K3+692.0 11.555 0.60010.95510.65510.1551.365 79.5900.8410.95510.75510.55510.355 编制：梁群东 2019/9/9 第11页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K3+715.0 11.586 0.60010.98610.68610.1861.535 79.4510.8410.98610.78610.58610.386 K3+736.0 11.620 0.60011.02010.72010.2201.361 79.6590.8411.02010.82010.62010.420 K3+757.0 11.659 0.60011.05910.75910.2591.432 79.6270.8411.05910.85910.65910.459 K3+775.0 11.696 0.60011.09610.79610.2961.496 79.6000.8411.09610.89610.69610.496 K3+796.0 11.744 0.60011.14410.84410.3441.58079.5640.8411.14410.94410.74410.544 K3+809.7 11.778 0.60011.17810.87810.3781.470 79.4600.8411.17810.97810.77810.578 K3+831.0 11.835 0.60011.23510.93510.4351.56179.6740.8411.23511.03510.83510.635 K3+853.0 11.899 0.60011.29910.99910.4991.72889.5710.8411.29911.09910.89910.699 K3+876.0 11.968 0.60011.36811.06810.5681.77889.5900.8411.36811.16810.96810.768 K3+902.0 12.046 0.60011.44611.14610.6461.256610.1900.8411.44611.24611.04610.846 K3+924.0 12.112 0.60011.51211.21210.7121.612 89.9000.8411.51211.31211.11210.912 K3+945.0 12.175 0.60011.57511.27510.7751.975 99.6000.8411.57511.37511.17510.975 K3+985.0 12.295 0.60011.69511.39510.8952.045 99.6500.8411.69511.49511.29511.095 K3+994.5 12.324 0.60011.72411.42410.9242.156 109.5680.8411.72411.52411.32411.124 K4+000.0 12.340 0.60011.74011.44010.9401.072510.6680.8411.74011.54011.34011.140 编制：梁群东 2019/9/9 第12页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K4+024.0 12.400 0.60011.80011.50011.0002.128109.6720.8411.80011.60011.40011.200 K4+045.0 12.439 0.60011.83911.53911.0392.079109.7600.8411.83911.63911.43911.239 K4+065.0 12.465 0.60011.86511.56511.0652.165109.7000.8411.86511.66511.46511.265 K4+085.0 12.479 0.60011.87911.57911.0792.209109.6700.8411.87911.67911.47911.279 K4+106.0 12.482 0.60011.88211.58211.0821.834 810.0480.8411.88211.68211.48211.282 K4+127.0 12.472 0.60011.87211.57211.0721.832 810.0400.8411.87211.67211.47211.272 K4+139.5 12.460 0.60011.86011.56011.0601.560810.3000.8411.86011.66011.46011.260 K4+163.0 12.426 0.60011.82611.52611.0261.796810.0300.8411.82611.62611.42611.226 K4+186.3 12.376 0.60011.77611.47610.9761.84189.9350.8411.77611.57611.37611.176 K4+192.0 12.362 0.60011.76211.46210.9621.016 510.7460.8411.76211.56211.36211.162 K4+203.5 12.329 0.60011.72911.42910.9290.999510.7300.8411.72911.52911.32911.129 K4+217.2 12.288 0.60011.68811.38810.8882.01899.6700.8411.68811.48811.28811.088 K4+238.0 12.226 0.60011.62611.32610.8261.801 89.8250.8411.62611.42611.22611.026 K4+260.0 12.160 0.60011.56011.26010.7601.670 89.8900.8411.56011.36011.16010.960 K4+280.0 12.100 0.60011.50011.20010.7001.670 89.8300.8411.50011.30011.10010.900 编制：梁群东 2019/9/9 第13页共629页 94区 上路床 顶设计 高程(m) 下路床 顶设计 高程(m) 上路堤 顶设计 高程(m) 94-3 94-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 总 填 土 层 数 清表后 高程(m) 填方路基资料填方路基资料 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程(m) 路 面 结 构 层 厚 总填土厚 度(m) K4+289.6 12.071 0.60011.47111.17110.6711.50179.9700.8411.47111.27111.07110.871 K4+310.0 12.010 0.60011.41011.11010.6101.410710.0000.8411.41011.21011.01010.810 K4+330.0 11.950 0.60011.35011.05010.5501.52079.8300.8411.35011.15010.95010.750 K4+354.0 11.878 0.60011.27810.97810.4781.256610.0220.8411.27811.07810.87810.678 K4+369.5 11.832 0.60011.23210.93210.4321.304 69.9280.8411.23211.03210.83210.632 K4+374.0 11.818 0.60011.21810.91810.4181.298 69.9200.8411.21811.01810.81810.618 K4+395.0 11.755 0.60011.15510.85510.3551.63579.5200.8411.15510.95510.75510.555 K4+415.0 11.695 0.60011.09510.79510.2951.45579.6400.8411.09510.89510.69510.495 K4+436.0 11.632 0.60011.03210.73210.2321.37279.6600.8411.03210.83210.63210.432 K4+455.0 11.575 0.60010.97510.67510.1751.225 69.7500.8410.97510.77510.57510.375 K4+480.0 11.507 0.60010.90710.60710.1071.54779.3600.8410.90710.70710.50710.307 K4+500.0 11.467 0.60010.86710.56710.0671.48779.3800.8410.86710.66710.46710.267 K4+521.0 11.439 0.60010.83910.53910.0391.479 79.3600.8410.83910.63910.43910.239 K4+536.7 11.428 0.60010.82810.52810.0281.258 69.5700.8410.82810.62810.42810.228 K4+562.0 11.427 0.60010.82710.52710.0271.547 79.2800.8410.82710.627