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1、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) 94-394-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296-1 K0+000 11.9000.60011.30011.00010.500-0.186 000011.4860.0000 K0+026.0 11.400 0.600 10.80010.50010.000-0.010 010.8100.0000.000 K0+033.5 11.4000.60010.80010.50010.0001.84058.96010.80010.50010.250 K0+053.0 11.40
2、00.60010.80010.50010.0002.65078.15010.80010.50010.250 K0+066.0 10.443 0.600 9.8439.5439.0431.59348.2509.8439.5439.293 K0+086.0 10.1530.6009.5539.2538.7531.55348.0009.5539.2539.003 K0+105.0 9.8850.6009.2858.9858.4851.32537.9609.2858.9858.735 K0+128.0 9.6000.6009.0008.7008.2001.22037.7809.0008.7008.45
3、0 K0+151.0 9.3600.6008.7608.4607.9600.68038.0808.7608.4608.210 K0+171.0 9.1890.6008.5898.2897.7890.64937.9408.5898.2898.039 K0+195.0 9.0280.6008.4288.1287.6280.46237.9668.4288.1287.878 K0+220.0 8.9130.6008.3138.0137.513-0.447 08.7608.3138.0137.763 K0+241.0 8.8570.6008.2577.9577.457-0.483 08.7408.257
4、7.9577.707 K0+260.0 8.8390.6008.2397.9397.439 -0.489 08.7288.2397.9397.689 K0+281.0 8.8560.6008.2567.9567.456-0.697 08.9538.2567.9567.706 总 填 土 层 数 清表后 高程(m) 填方路基资料 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 2019/3/29 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) 94-39
5、4-294-1 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 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 8.9030.6008.3038.0037.503-0.597 08.9008.3038.0037.753 K0+320.0 8.980 0.600 8.3808.0807.580-0.650 09.0308.3808.0807.830 K0+340.0 9.0600.6008.4608.1607.660-0.780 09.2
6、408.4608.1607.910 K0+360.0 9.1400.6008.5408.2407.740-0.790 09.3308.5408.2407.990 K0+380.0 9.220 0.600 8.6208.3207.820-0.576 09.1968.6208.3208.070 K0+400.0 9.3000.6008.7008.4007.900-0.510 09.2108.7008.4008.150 K0+420.0 9.3800.6008.7808.4807.980-0.445 09.2258.7808.4808.230 K0+440.0 9.4600.6008.8608.56
7、08.060-0.168 09.0288.8608.5608.310 K0+460.0 9.5400.6008.9408.6408.140-0.107 09.0478.9408.6408.390 K0+480.0 9.6200.6009.0208.7208.2200.17038.8509.0208.7208.470 K0+500.0 9.7000.6009.1008.8008.3000.42038.6809.1008.8008.550 K0+520.0 9.7800.6009.1808.8808.3800.15039.0309.1808.8808.630 K0+538.0 9.8520.600
8、9.2528.9528.4520.44238.8109.2528.9528.702 K0+550.0 9.9000.6009.3009.0008.500 0.270 39.0309.3009.0008.750 K0+570.0 9.9730.6009.3739.0738.5730.18339.1909.3739.0738.823 编制：梁群东 2019/3/29 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) 94-394-294-1 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
9、程(m) 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 10.0300.6009.4309.1308.6300.05039.3809.4309.1308.880 K0+610.0 10.071 0.600 9.4719.1718.6710.42139.0509.4719.1718.921 K0+620 桥 10.0850.6009.4859.1858.6850 K0+676 桥 10.0930.6009.4939.1938.6930 K0+700.0 10.057 0.600 9.4579.1
10、578.6572.36567.0929.4579.1578.907 K0+717.0 10.0190.6009.4199.1198.6190.90938.5109.4199.1198.869 K0+730.0 9.9810.6009.3819.0818.5812.98186.4009.3819.0818.831 K0+736.0 9.9610.6009.3619.0618.5613.311106.0509.3619.0618.811 K0+755.0 9.9100.6009.3109.0108.5102.26067.0509.3109.0108.760 K0+773.5 9.8980.6009
11、.2988.9988.4982.29867.0009.2988.9988.748 K0+787.5 9.9150.6009.3159.0158.5151.29538.0209.3159.0158.765 K0+810.0 9.9890.6009.3899.0898.5891.42937.9609.3899.0898.839 K0+830.0 10.1020.6009.5029.2028.7021.50248.0009.5029.2028.952 K0+850.0 10.2610.6009.6619.3618.861 1.711 47.9509.6619.3619.111 K0+870.0 10
12、.4640.6009.8649.5649.0641.51448.3509.8649.5649.314 编制：梁群东 2019/3/29 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) 94-394-294-1 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 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 10.7130.60010.1139.8139.3131.76348.3
13、5010.1139.8139.563 K0+923.3 11.227 0.600 10.62710.3279.8272.09758.53010.62710.32710.077 K0+944.8 11.6260.60011.02610.72610.2262.84688.18011.02610.72610.476 K0+966.0 12.0700.60011.47011.17010.6702.80088.67011.47011.17010.920 K0+984.9 12.508 9.345 K0+989.0 12.6098.604 K1+000 12.8880.60012.28811.98811.
14、4883.808118.48012.28811.98811.738 K1+021 13.4580.60012.85812.55812.0584.408138.45012.85812.55812.308 K1+040 14.0120.60013.41213.11212.6125.012158.40013.41213.11212.862 K1+060 14.6020.60014.00213.70213.2025.402178.60014.00213.70213.452 K1+080.0 15.1920.60014.59214.29213.7925.632178.96014.59214.29214.
15、042 1+100桥 15.7828.004 K1+571 桥 16.9339.613 K1+593.0 16.3940.60015.79415.49414.994 6.354 209.44015.79415.49415.244 K1+606.0 16.0760.60015.47615.17614.6766.688218.78815.47615.17614.926 编制：梁群东 2019/3/29 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) 94-394-294-1 填土厚 度0.8米 填土数4 层 96-496-396-296
16、-1 总 填 土 层 数 清表后 高程(m) 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 15.7820.60015.18214.88214.3827.802257.38015.18214.88214.632 K1+626.0 15.586 0.600 14.98614.68614.1866.836218.15014.98614.68614.436 K1+650.0 14.9980.60014.39814.09813.5986.518207.88014.39814.09813.848 K1+
17、670.0 14.5080.60013.90813.60813.1085.978187.93013.90813.60813.358 K1+690.0 14.018 0.600 13.41813.11812.6185.48917 7.929 13.41813.11812.868 K1+710.0 13.5280.60012.92812.62812.1285.02015 7.908 12.92812.62812.378 K1+730.0 13.0380.60012.43812.13811.6384.07112 8.367 12.43812.13811.888 K1+750.0 12.5520.60
18、011.95211.65211.1523.89711 8.055 11.95211.65211.402 K1+764.5 12.2220.60011.62211.32210.8222.8048 8.818 11.62211.32211.072 K1+786.0 11.7770.60011.17710.87710.3772.5967 8.581 11.17710.87710.627 K1+805.0 11.4260.60010.82610.52610.0262.2236 8.603 10.82610.52610.276 K1+826.0 11.0850.60010.48510.1859.6852
19、.05058.43510.48510.1859.935 K1+838.0 10.9120.60010.31210.0129.5121.73148.58110.31210.0129.762 K1+860.0 10.6360.60010.0369.7369.236 1.652 48.38410.0369.7369.486 K1+880.0 10.4320.6009.8329.5329.0321.31238.5209.8329.5329.282 编制：梁群东 2019/3/29 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) 94-394
20、-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 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 10.2730.6009.6739.3738.8731.12338.5509.6739.3739.123 K1+920.0 10.158 0.600 9.5589.2588.7581.19738.3619.5589.2589.008 K1+940.0 10.0870.6009.4879.1878.6871.13338.3549.
21、4879.1878.937 K1+960.0 10.0610.6009.4619.1618.6610.90138.5609.4619.1618.911 K1+980.0 10.079 0.600 9.4799.1798.6790.78938.6909.4799.1798.929 K2+000.0 10.1350.6009.5359.2358.7351.01338.5229.5359.2358.985 K2+020.0 10.1950.6009.5959.2958.7950.76338.8329.5959.2959.045 K2+040.0 10.2550.6009.6559.3558.8551
22、.50248.1539.6559.3559.105 K2+059.0 10.3120.6009.7129.4128.9121.02938.6839.7129.4129.162 K2+080.0 10.3750.6009.7759.4758.9750.87638.8999.7759.4759.225 K2+094.5 10.4180.6009.8189.5189.0180.67039.1489.8189.5189.268 K2+110.0 10.4650.6009.8659.5659.0650.52639.3399.8659.5659.315 K2+136.0 10.5430.6009.9439
23、.6439.1430.62639.3179.9439.6439.393 K2+155.0 10.6000.60010.0009.7009.200 0.612 39.38810.0009.7009.450 K2+175.0 10.6600.60010.0609.7609.2600.71539.34510.0609.7609.510 编制：梁群东 2019/3/29 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) 94-394-294-1 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
24、程(m) 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 10.7200.60010.1209.8209.3200.42039.70010.1209.8209.570 K2+218.0 10.789 0.600 10.1899.8899.3890.56939.62010.1899.8899.639 K2+233.0 10.8340.60010.2349.9349.4340.44939.78510.2349.9349.684 K2+255.4 10.9240.60010.32410.0249.52
25、40.324310.00010.32410.0249.774 K2+275.0 11.118 0.600 10.51810.2189.7180.75839.76010.51810.2189.968 K2+294.0 11.4200.60010.82010.52010.0201.09539.72510.82010.52010.270 K2+312.6 11.8250.60011.22510.92510.4251.53149.69411.22510.92510.675 K2+325.3 12.1530.60011.55311.25310.7531.498310.05511.55311.25311.
26、003 K2+346.0 12.6910.60012.09111.79111.2912.21169.88012.09111.79111.541 K2+367.0 13.2370.60012.63712.33711.8372.513710.12412.63712.33712.087 K2+386 桥 13.7310.60013.131010.004 K2+603 桥 14.9780.60014.37809.674 K2+615.0 14.7440.60014.14413.84413.3444.994159.15014.14413.84413.594 K2+641.0 14.1310.60013.
27、53113.23112.731 4.641 148.89013.53113.23112.981 K2+661.0 13.6590.60013.05912.75912.2594.247138.81213.05912.75912.509 编制：梁群东 2019/3/29 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) 94-394-294-1 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 96区填土层次路床(0-0.8m) 断面桩号 路面顶设 计高程 (m) 路
28、 面 结 构 层 厚 总填土厚 度(m) K2+674.3 13.3730.60012.77312.47311.9733.438109.33512.77312.47312.223 K2+695.0 12.971 0.600 12.37112.07111.5715.631176.74012.37112.07111.821 K2+710.0 12.7130.60012.11311.81311.3135.067157.04612.11311.81311.563 K2+734.0 12.3590.60011.75911.45910.9592.71989.04011.75911.45911.209 K2
29、+740.5 12.276 0.600 11.67611.37610.8762.32669.35011.67611.37611.126 K2+760.0 12.0570.60011.45711.15710.6572.20769.25011.45711.15710.907 K2+780.0 11.8820.60011.28210.98210.4822.12269.16011.28210.98210.732 K2+800.0 11.7570.60011.15710.85710.3571.91759.24011.15710.85710.607 K2+815.6 11.6940.60011.09410
30、.79410.2941.74949.34511.09410.79410.544 K2+818.0 11.6870.60011.08710.78710.2871.46739.62011.08710.78710.537 K2+821.0 11.6790.60011.07910.77910.2791.51949.56011.07910.77910.529 K2+844.0 11.6570.60011.05710.75710.2571.86759.19011.05710.75710.507 K2+865.0 11.6950.60011.09510.79510.2951.88559.21011.0951
31、0.79510.545 K2+890.0 11.7700.60011.17010.87010.370 2.214 68.95611.17010.87010.620 K2+893.6 11.7810.60011.18110.88110.3810.271310.91011.18110.88110.631 编制：梁群东 2019/3/29 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) 94-394-294-1 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 96区
32、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 11.7860.60011.18610.88610.386-0.344 011.53011.18610.88610.636 K2+906.5 11.820 0.600 11.22010.92010.420-0.794 012.01411.22010.92010.670 K2+908.5 11.8260.60011.22610.92610.426-0.888 012.11411.22610.92610.676 K2+919.7 11.8590.60011.25910.9
33、5910.459-0.461 011.72011.25910.95910.709 K2+921.3 11.864 0.600 11.26410.96410.4640.454310.81011.26410.96410.714 K2+924.0 11.8720.60011.27210.97210.4722.02259.25011.27210.97210.722 K2+945.0 11.9350.60011.33511.03510.5352.0579.27811.33511.03510.785 K2+965.0 11.9950.60011.39511.09510.5952.0769.31911.39
34、511.09510.845 K2+985.0 12.0550.60011.45511.15510.6552.1649.291 K3+000.0 12.1000.60011.50011.20010.7002.108 10 9.392 0.8411.50011.30011.10010.900 K3+007.6 12.1230.60011.52311.22310.7232.153109.3700.8411.52311.32311.12310.923 K3+030.0 12.1900.60011.59011.29010.7902.170109.4200.8411.59011.39011.19010.9
35、90 K3+051.0 12.2460.60011.64611.34610.8462.172 10 9.474 0.8411.64611.44611.24611.046 K3+072.0 12.2870.60011.68711.38710.887 2.237 109.4500.8411.68711.48711.28711.087 K3+079.6 12.2980.60011.69811.39810.8982.248109.4500.8411.69811.49811.29811.098 编制：梁群东 2019/3/29 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(
36、m) 上路堤 顶设计 高程(m) 94-394-294-1 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 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 12.3150.60011.71511.41510.9152.395119.3200.8411.71511.51511.31511.115 K3+114.0 12.324 0.600 11.72411.42410.9242.194109.5300.8411.72411.52411.3
37、2411.124 K3+136.0 12.3210.60011.72111.42110.9212.551119.1700.8411.72111.52111.32111.121 K3+154.0 12.3060.60011.70611.40610.9062.244 10 9.462 0.8411.70611.50611.30611.106 K3+177.0 12.271 0.600 11.67111.37110.8712.281109.3900.8411.67111.47111.27111.071 K3+195.5 12.2300.60011.63011.33010.8302.262109.36
38、80.8411.63011.43011.23011.030 K3+215.0 12.1750.60011.57511.27510.7751.925 9 9.650 0.8411.57511.37511.17510.975 K3+236.0 12.1120.60011.51211.21210.7121.82299.6900.8411.51211.31211.11210.912 K3+258.0 12.0460.60011.44611.14610.6461.91699.5300.8411.44611.24611.04610.846 K3+280.0 11.9800.60011.38011.0801
39、0.5801.630 8 9.750 0.8411.38011.18010.98010.780 K3+300.0 11.9200.60011.32011.02010.5201.57079.7500.8411.32011.12010.92010.720 K3+320.0 11.8610.60011.26110.96110.4611.39779.8640.8411.26111.06110.86110.661 K3+340.0 11.8050.60011.20510.90510.4051.505 7 9.700 0.8411.20511.00510.80510.605 K3+360.0 11.754
40、0.60011.15410.85410.354 1.536 79.6180.8411.15410.95410.75410.554 K3+378.0 11.7120.60011.11210.81210.3121.55279.5600.8411.11210.91210.71210.512 编制：梁群东 2019/3/29 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) 94-394-294-1 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 96区填土层次路床(
41、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 11.6590.60011.05910.75910.2591.47979.5800.8411.05910.85910.65910.459 K3+421.0 11.625 0.600 11.02510.72510.2251.37579.6500.8411.02510.82510.62510.425 K3+440.0 11.5940.60010.99410.69410.1941.34479.6500.8410.99410.79410.59410.394 K3+460.0 11.5650
42、.60010.96510.66510.1651.365 7 9.600 0.8410.96510.76510.56510.365 K3+480.0 11.541 0.600 10.94110.64110.1411.31179.6300.8410.94110.74110.54110.341 K3+503.0 11.5180.60010.91810.61810.1181.21479.7040.8410.91810.71810.51810.318 K3+521.0 11.5040.60010.90410.60410.1041.354 7 9.550 0.8410.90410.70410.50410.
43、304 K3+524.6 11.5020.60010.90210.60210.1020.652410.2500.8410.90210.70210.50210.302 K3+551.0 11.4900.60010.89010.59010.0901.21069.6800.8410.89010.69010.49010.290 K3+572.0 11.4850.60010.88510.58510.0851.235 6 9.650 0.8410.88510.68510.48510.285 K3+594.0 11.4860.60010.88610.58610.0861.25669.6300.8410.88
44、610.68610.48610.286 K3+633.0 11.5010.60010.90110.60110.1011.56979.3320.8410.90110.70110.50110.301 K3+649.0 11.5110.60010.91110.61110.1111.301 7 9.610 0.8410.91110.71110.51110.311 K3+672.0 11.5320.60010.93210.63210.132 1.382 79.5500.8410.93210.73210.53210.332 K3+692.0 11.5550.60010.95510.65510.1551.3
45、6579.5900.8410.95510.75510.55510.355 编制：梁群东 2019/3/29 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) 94-394-294-1 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 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 11.5860.60010.98610.68610.1861.53579.4510.8410.98
46、610.78610.58610.386 K3+736.0 11.6200.60011.02010.72010.2201.361 7 9.659 0.8411.02010.82010.62010.420 K3+757.0 11.659 0.600 11.05910.75910.259 1.432 7 9.627 0.8411.05910.85910.65910.459 K3+775.0 11.6960.60011.09610.79610.2961.49679.6000.8411.09610.89610.69610.496 K3+796.0 11.7440.60011.14410.84410.34
47、41.58079.5640.8411.14410.94410.74410.544 K3+809.7 11.7780.60011.17810.87810.3781.47079.4600.8411.17810.97810.77810.578 K3+831.0 11.835 0.600 11.23510.93510.4351.56179.6740.8411.23511.03510.83510.635 K3+853.0 11.8990.60011.29910.99910.4991.72889.5710.8411.29911.09910.89910.699 K3+876.0 11.9680.60011.
48、36811.06810.5681.778 8 9.590 0.84 11.36811.16810.96810.768 K3+902.0 12.046 0.600 11.44611.14610.646 1.256 6 10.190 0.8411.44611.24611.04610.846 K3+924.0 12.1120.60011.51211.21210.7121.61289.9000.8411.51211.31211.11210.912 K3+945.0 12.1750.60011.57511.27510.7751.975 9 9.600 0.8411.57511.37511.17510.975 K3+985.0 12.2950.60011.69511.39510.8952.04599.6500.8411.69511.49511.29511.095 K3+994.5 12.3240.60011.72411.42410.9242.15610 9.568 0.8411.72411.52411.32411.124 K4+000.0 12.3400.60011.74011.44010.9401.072 5 10.668 0.8411.74011.54011.34011.140 编制：梁群东