路基分層 資料(表格)

1、 編制：梁群東 2022/3/15 第1頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(m)上路堤頂設(shè)計高程(m)94-3 94-294-1填土厚度0.8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K0+00011.9000.60011.30011.00010.500-0.186 000011.4860.0000-0.986 K0+026.011.4000.60010.80010.50010

2、.000-0.010 010.8100.0000.000-0.810 K0+033.511.4000.60010.80010.50010.0001.84058.96010.80010.50010.2501.040K0+053.011.4000.60010.80010.50010.0002.65078.15010.80010.50010.2501.850K0+066.010.4430.6009.8439.5439.0431.59348.2509.8439.5439.2930.793K0+086.010.1530.6009.5539.2538.7531.55348.0009.5539.2539.0

3、030.753K0+105.09.8850.6009.2858.9858.4851.32537.9609.2858.9858.7350.525K0+128.09.6000.6009.0008.7008.2001.22037.7809.0008.7008.4500.420K0+151.09.3600.6008.7608.4607.9600.68038.0808.7608.4608.210-0.120 K0+171.09.1890.6008.5898.2897.7890.64937.9408.5898.2898.039-0.151 K0+195.09.0280.6008.4288.1287.628

4、0.46237.9668.4288.1287.878-0.338 K0+220.08.9130.6008.3138.0137.513-0.447 08.7608.3138.0137.763-1.247 K0+241.08.8570.6008.2577.9577.457-0.483 08.7408.2577.9577.707-1.283 K0+260.08.8390.6008.2397.9397.439-0.489 08.7288.2397.9397.689-1.289 K0+281.08.8560.6008.2567.9567.456-0.697 08.9538.2567.9567.706-1

5、.497 K0+300.08.9030.6008.3038.0037.503-0.597 08.9008.3038.0037.753-1.397 編制：梁群東 2022/3/15 第2頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(m)上路堤頂設(shè)計高程(m)94-3 94-294-1填土厚度0.8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K0+320.08.9800.6008.3808.0

6、807.580-0.650 09.0308.3808.0807.830-1.450 K0+340.09.0600.6008.4608.1607.660-0.780 09.2408.4608.1607.910-1.580 K0+360.09.1400.6008.5408.2407.740-0.790 09.3308.5408.2407.990-1.590 K0+380.09.2200.6008.6208.3207.820-0.576 09.1968.6208.3208.070-1.376 K0+400.09.3000.6008.7008.4007.900-0.510 09.2108.7008.4

7、008.150-1.310 K0+420.09.3800.6008.7808.4807.980-0.445 09.2258.7808.4808.230-1.245 K0+440.09.4600.6008.8608.5608.060-0.168 09.0288.8608.5608.310-0.968 K0+460.09.5400.6008.9408.6408.140-0.107 09.0478.9408.6408.390-0.907 K0+480.09.6200.6009.0208.7208.2200.17038.8509.0208.7208.470-0.630 K0+500.09.7000.6

8、009.1008.8008.3000.42038.6809.1008.8008.550-0.380 K0+520.09.7800.6009.1808.8808.3800.15039.0309.1808.8808.630-0.650 K0+538.09.8520.6009.2528.9528.4520.44238.8109.2528.9528.702-0.358 K0+550.09.9000.6009.3009.0008.5000.27039.0309.3009.0008.750-0.530 K0+570.09.9730.6009.3739.0738.5730.18339.1909.3739.0

9、738.823-0.617 K0+590.010.0300.6009.4309.1308.6300.05039.3809.4309.1308.880-0.750 K0+610.010.0710.6009.4719.1718.6710.42139.0509.4719.1718.921-0.379 編制：梁群東 2022/3/15 第3頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(m)上路堤頂設(shè)計高程(m)94-3 94-2

10、94-1填土厚度0.8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K0+620橋10.0850.6009.4859.1858.6850K0+676橋10.0930.6009.4939.1938.6930K0+700.010.0570.6009.4579.1578.6572.36567.0929.4579.1578.9071.565K0+717.010.0190.6009.4199.1198.6190.90938.5109.4199.1198.869K0+730.09.9810.6009.3819.0818.5812.98186.4009.3819.0818.83

11、12.181K0+736.09.9610.6009.3619.0618.5613.311106.0509.3619.0618.8112.511K0+755.09.9100.6009.3109.0108.5102.26067.0509.3109.0108.7601.460K0+773.59.8980.6009.2988.9988.4982.29867.0009.2988.9988.7481.498K0+787.59.9150.6009.3159.0158.5151.29538.0209.3159.0158.7650.495K0+810.09.9890.6009.3899.0898.5891.42

12、937.9609.3899.0898.8390.629K0+830.010.1020.6009.5029.2028.7021.50248.0009.5029.2028.9520.702K0+850.010.2610.6009.6619.3618.8611.71147.9509.6619.3619.1110.911K0+870.010.4640.6009.8649.5649.0641.51448.3509.8649.5649.3140.714K0+890.010.7130.60010.1139.8139.3131.76348.35010.1139.8139.5630.963K0+923.311.

13、2270.60010.62710.3279.8272.09758.53010.62710.32710.0771.297K0+944.811.6260.60011.02610.72610.2262.84688.18011.02610.72610.4762.046 編制：梁群東 2022/3/15 第4頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(m)上路堤頂設(shè)計高程(m)94-3 94-294-1填土厚度0.8米填土數(shù)4層

14、96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K0+966.012.0700.60011.47011.17010.6702.80088.67011.47011.17010.9202.000K0+984.912.5089.345K0+989.012.6098.604K1+00012.8880.60012.28811.98811.4883.808118.48012.28811.98811.7383.008K1+02113.4580.60012.85812.55812.0584.408138.45012.85812.55812.3083.608K1+04014.0120.60013

15、.41213.11212.6125.012158.40013.41213.11212.8624.212K1+06014.6020.60014.00213.70213.2025.402178.60014.00213.70213.4524.602K1+080.015.1920.60014.59214.29213.7925.632178.96014.59214.29214.0424.8321+100橋15.7828.004K1+571橋16.9339.613K1+593.016.3940.60015.79415.49414.9946.354209.44015.79415.49415.2445.554

16、K1+606.016.0760.60015.47615.17614.6766.688218.78815.47615.17614.9265.888K1+618.015.7820.60015.18214.88214.3827.802257.38015.18214.88214.6327.002K1+626.015.5860.60014.98614.68614.1866.836218.15014.98614.68614.4366.036K1+650.014.9980.60014.39814.09813.5986.518207.88014.39814.09813.8485.718K1+670.014.5

17、080.60013.90813.60813.1085.978187.93013.90813.60813.3585.178 編制：梁群東 2022/3/15 第5頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(m)上路堤頂設(shè)計高程(m)94-3 94-294-1填土厚度0.8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K1+690.014.0180.60013.41813.11812.6185

18、.489177.92913.41813.11812.8684.689K1+710.013.5280.60012.92812.62812.1285.020157.90812.92812.62812.3784.220K1+730.013.0380.60012.43812.13811.6384.071128.36712.43812.13811.8883.271K1+750.012.5520.60011.95211.65211.1523.897118.05511.95211.65211.4023.097K1+764.512.2220.60011.62211.32210.8222.80488.81811

19、.62211.32211.0722.004K1+786.011.7770.60011.17710.87710.3772.59678.58111.17710.87710.6271.796K1+805.011.4260.60010.82610.52610.0262.22368.60310.82610.52610.2761.423K1+826.011.0850.60010.48510.1859.6852.05058.43510.48510.1859.9351.250K1+838.010.9120.60010.31210.0129.5121.73148.58110.31210.0129.7620.93

20、1K1+860.010.6360.60010.0369.7369.2361.65248.38410.0369.7369.4860.852K1+880.010.4320.6009.8329.5329.0321.31238.5209.8329.5329.2820.512K1+900.010.2730.6009.6739.3738.8731.12338.5509.6739.3739.1230.323K1+920.010.1580.6009.5589.2588.7581.19738.3619.5589.2589.0080.397K1+940.010.0870.6009.4879.1878.6871.1

21、3338.3549.4879.1878.9370.333K1+960.010.0610.6009.4619.1618.6610.90138.5609.4619.1618.9110.101K1+980.010.0790.6009.4799.1798.6790.78938.6909.4799.1798.929-0.011 編制：梁群東 2022/3/15 第6頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(m)上路堤頂設(shè)計高程

22、(m)94-3 94-294-1填土厚度0.8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K2+000.010.1350.6009.5359.2358.7351.01338.5229.5359.2358.9850.213K2+020.010.1950.6009.5959.2958.7950.76338.8329.5959.2959.045-0.037 K2+040.010.2550.6009.6559.3558.8551.50248.1539.6559.3559.1050.702K2+059.010.3120.6009.7129.4128.9121.02938.

23、6839.7129.4129.1620.229K2+080.010.3750.6009.7759.4758.9750.87638.8999.7759.4759.2250.076K2+094.510.4180.6009.8189.5189.0180.67039.1489.8189.5189.268-0.130 K2+110.010.4650.6009.8659.5659.0650.52639.3399.8659.5659.315-0.274 K2+136.010.5430.6009.9439.6439.1430.62639.3179.9439.6439.393-0.174 K2+155.010.

24、6000.60010.0009.7009.2000.61239.38810.0009.7009.450-0.188 K2+175.010.6600.60010.0609.7609.2600.71539.34510.0609.7609.510-0.085 K2+195.010.7200.60010.1209.8209.3200.42039.70010.1209.8209.570-0.380 K2+218.010.7890.60010.1899.8899.3890.56939.62010.1899.8899.639-0.231 K2+233.010.8340.60010.2349.9349.434

25、0.44939.78510.2349.9349.684-0.351 K2+255.410.9240.60010.32410.0249.5240.324310.00010.32410.0249.774-0.476 K2+275.011.1180.60010.51810.2189.7180.75839.76010.51810.2189.968-0.042 K2+294.011.4200.60010.82010.52010.0201.09539.72510.82010.52010.2700.295 編制：梁群東 2022/3/15 第7頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)

26、路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(m)上路堤頂設(shè)計高程(m)94-3 94-294-1填土厚度0.8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K2+312.611.8250.60011.22510.92510.4251.53149.69411.22510.92510.6750.731K2+325.312.1530.60011.55311.25310.7531.498310.05511.55311.25311.0030.698K2+346.

27、012.6910.60012.09111.79111.2912.21169.88012.09111.79111.5411.411K2+367.013.2370.60012.63712.33711.8372.513710.12412.63712.33712.0871.713K2+386橋13.7310.60013.131010.004K2+603橋14.9780.60014.37809.674K2+615.014.7440.60014.14413.84413.3444.994159.15014.14413.84413.5944.194K2+641.014.1310.60013.53113.231

28、12.7314.641148.89013.53113.23112.9813.841K2+661.013.6590.60013.05912.75912.2594.247138.81213.05912.75912.5093.447K2+674.313.3730.60012.77312.47311.9733.438109.33512.77312.47312.2232.638K2+695.012.9710.60012.37112.07111.5715.631176.74012.37112.07111.8214.831K2+710.012.7130.60012.11311.81311.3135.0671

29、57.04612.11311.81311.5634.267K2+734.012.3590.60011.75911.45910.9592.71989.04011.75911.45911.2091.919K2+740.512.2760.60011.67611.37610.8762.32669.35011.67611.37611.1261.526K2+760.012.0570.60011.45711.15710.6572.20769.25011.45711.15710.9071.407K2+780.011.8820.60011.28210.98210.4822.12269.16011.28210.9

30、8210.7321.322 編制：梁群東 2022/3/15 第8頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(m)上路堤頂設(shè)計高程(m)94-3 94-294-1填土厚度0.8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K2+800.011.7570.60011.15710.85710.3571.91759.24011.15710.85710.6071.117K2+815.611.694

31、0.60011.09410.79410.2941.74949.34511.09410.79410.5440.949K2+818.011.6870.60011.08710.78710.2871.46739.62011.08710.78710.5370.667K2+821.011.6790.60011.07910.77910.2791.51949.56011.07910.77910.5290.719K2+844.011.6570.60011.05710.75710.2571.86759.19011.05710.75710.5071.067K2+865.011.6950.60011.09510.79

32、510.2951.88559.21011.09510.79510.5451.085K2+890.011.7700.60011.17010.87010.3702.21468.95611.17010.87010.6201.414K2+893.611.7810.60011.18110.88110.3810.271310.91011.18110.88110.631-0.529 K2+895.211.7860.60011.18610.88610.386-0.344 011.53011.18610.88610.636-1.144 K2+906.511.8200.60011.22010.92010.420-

33、0.794 012.01411.22010.92010.670-1.594 K2+908.511.8260.60011.22610.92610.426-0.888 012.11411.22610.92610.676-1.688 K2+919.711.8590.60011.25910.95910.459-0.461 011.72011.25910.95910.709-1.261 K2+921.311.8640.60011.26410.96410.4640.454310.81011.26410.96410.714-0.346 K2+924.011.8720.60011.27210.97210.47

34、22.02259.25011.27210.97210.7221.222K2+945.011.9350.60011.33511.03510.5352.0579.27811.33511.03510.7851.257K2+965.011.9950.60011.39511.09510.5952.0769.31911.39511.09510.8451.276 編制：梁群東 2022/3/15 第9頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床

35、頂設(shè)計高程(m)上路堤頂設(shè)計高程(m)94-3 94-294-1填土厚度0.8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K2+985.012.0550.60011.45511.15510.6552.1649.291K3+000.012.1000.60011.50011.20010.7002.108109.3920.8411.50011.30011.10010.9000.73K3+007.612.1230.60011.52311.22310.7232.153109.3700.8411.52311.32311.12310.9230.73K3+030.012.190

36、0.60011.59011.29010.7902.170109.4200.8411.59011.39011.19010.9900.73K3+051.012.2460.60011.64611.34610.8462.172109.4740.8411.64611.44611.24611.0460.73K3+072.012.2870.60011.68711.38710.8872.237109.4500.8411.68711.48711.28711.0870.73K3+079.612.2980.60011.69811.39810.8982.248109.4500.8411.69811.49811.298

37、11.0980.73K3+095.612.3150.60011.71511.41510.9152.395119.3200.8411.71511.51511.31511.1150.73K3+114.012.3240.60011.72411.42410.9242.194109.5300.8411.72411.52411.32411.1240.73K3+136.012.3210.60011.72111.42110.9212.551119.1700.8411.72111.52111.32111.1210.73K3+154.012.3060.60011.70611.40610.9062.244109.4

38、620.8411.70611.50611.30611.1060.73K3+177.012.2710.60011.67111.37110.8712.281109.3900.8411.67111.47111.27111.0710.73K3+195.512.2300.60011.63011.33010.8302.262109.3680.8411.63011.43011.23011.0300.73K3+215.012.1750.60011.57511.27510.7751.92599.6500.8411.57511.37511.17510.9750.73K3+236.012.1120.60011.51

39、211.21210.7121.82299.6900.8411.51211.31211.11210.9120.73K3+258.012.0460.60011.44611.14610.6461.91699.5300.8411.44611.24611.04610.8460.73 編制：梁群東 2022/3/15 第10頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(m)上路堤頂設(shè)計高程(m)94-3 94-294-1填土厚度0.

40、8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K3+280.011.9800.60011.38011.08010.5801.63089.7500.8411.38011.18010.98010.7800.73K3+300.011.9200.60011.32011.02010.5201.57079.7500.8411.32011.12010.92010.7200.7703K3+320.011.8610.60011.26110.96110.4611.39779.8640.8411.26111.06110.86110.6610.5973K3+340.011.8050.6

41、0011.20510.90510.4051.50579.7000.8411.20511.00510.80510.6050.7053K3+360.011.7540.60011.15410.85410.3541.53679.6180.8411.15410.95410.75410.5540.7363K3+378.011.7120.60011.11210.81210.3121.55279.5600.8411.11210.91210.71210.5120.7523K3+403.011.6590.60011.05910.75910.2591.47979.5800.8411.05910.85910.6591

42、0.4590.6793K3+421.011.6250.60011.02510.72510.2251.37579.6500.8411.02510.82510.62510.4250.5753K3+440.011.5940.60010.99410.69410.1941.34479.6500.8410.99410.79410.59410.3940.5443K3+460.011.5650.60010.96510.66510.1651.36579.6000.8410.96510.76510.56510.3650.5653K3+480.011.5410.60010.94110.64110.1411.3117

43、9.6300.8410.94110.74110.54110.3410.5113K3+503.011.5180.60010.91810.61810.1181.21479.7040.8410.91810.71810.51810.3180.4143K3+521.011.5040.60010.90410.60410.1041.35479.5500.8410.90410.70410.50410.3040.5543K3+524.611.5020.60010.90210.60210.1020.652410.2500.8410.90210.70210.50210.302-0.148 0K3+551.011.4

44、900.60010.89010.59010.0901.21069.6800.8410.89010.69010.49010.2900.4102K3+572.011.4850.60010.88510.58510.0851.23569.6500.8410.88510.68510.48510.2850.4352 編制：梁群東 2022/3/15 第11頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(m)上路堤頂設(shè)計高程(m)94-

45、3 94-294-1填土厚度0.8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K3+594.011.4860.60010.88610.58610.0861.25669.6300.8410.88610.68610.48610.2860.4562K3+633.011.5010.60010.90110.60110.1011.56979.3320.8410.90110.70110.50110.3010.7693K3+649.011.5110.60010.91110.61110.1111.30179.6100.8410.91110.71110.51110.3110.501

46、3K3+672.011.5320.60010.93210.63210.1321.38279.5500.8410.93210.73210.53210.3320.5823K3+692.011.5550.60010.95510.65510.1551.36579.5900.8410.95510.75510.55510.3550.5653K3+715.011.5860.60010.98610.68610.1861.53579.4510.8410.98610.78610.58610.3860.7353K3+736.011.6200.60011.02010.72010.2201.36179.6590.841

47、1.02010.82010.62010.4200.5613K3+757.011.6590.60011.05910.75910.2591.43279.6270.8411.05910.85910.65910.4590.6323K3+775.011.6960.60011.09610.79610.2961.49679.6000.8411.09610.89610.69610.4960.6963K3+796.011.7440.60011.14410.84410.3441.58079.5640.8411.14410.94410.74410.5440.7803K3+809.711.7780.60011.178

48、10.87810.3781.47079.4600.8411.17810.97810.77810.5780.6703K3+831.011.8350.60011.23510.93510.4351.56179.6740.8411.23511.03510.83510.6350.7613K3+853.011.8990.60011.29910.99910.4991.72889.5710.8411.29911.09910.89910.6990.7003K3+876.011.9680.60011.36811.06810.5681.77889.5900.8411.36811.16810.96810.7680.7

49、003K3+902.012.0460.60011.44611.14610.6461.256610.1900.8411.44611.24611.04610.8460.4562K3+924.012.1120.60011.51211.21210.7121.61289.9000.8411.51211.31211.11210.9120.7003 編制：梁群東 2022/3/15 第12頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(

50、m)上路堤頂設(shè)計高程(m)94-3 94-294-1填土厚度0.8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K3+945.012.1750.60011.57511.27510.7751.97599.6000.8411.57511.37511.17510.9750.7003K3+985.012.2950.60011.69511.39510.8952.04599.6500.8411.69511.49511.29511.0950.7003K3+994.512.3240.60011.72411.42410.9242.156109.5680.8411.72411.524

51、11.32411.1240.7003K4+000.012.3400.60011.74011.44010.9401.072510.6680.8411.74011.54011.34011.1400.2721K4+024.012.4000.60011.80011.50011.0002.128109.6720.8411.80011.60011.40011.2000.7003K4+045.012.4390.60011.83911.53911.0392.079109.7600.8411.83911.63911.43911.2390.7003K4+065.012.4650.60011.86511.56511

52、.0652.165109.7000.8411.86511.66511.46511.2650.7003K4+085.012.4790.60011.87911.57911.0792.209109.6700.8411.87911.67911.47911.2790.7003K4+106.012.4820.60011.88211.58211.0821.834810.0480.8411.88211.68211.48211.2820.7003K4+127.012.4720.60011.87211.57211.0721.832810.0400.8411.87211.67211.47211.2720.7003K

53、4+139.512.4600.60011.86011.56011.0601.560810.3000.8411.86011.66011.46011.2600.7003K4+163.012.4260.60011.82611.52611.0261.796810.0300.8411.82611.62611.42611.2260.7003K4+186.312.3760.60011.77611.47610.9761.84189.9350.8411.77611.57611.37611.1760.7003K4+192.012.3620.60011.76211.46210.9621.016510.7460.84

54、11.76211.56211.36211.1620.2161K4+203.512.3290.60011.72911.42910.9290.999510.7300.8411.72911.52911.32911.1290.1991K4+217.212.2880.60011.68811.38810.8882.01899.6700.8411.68811.48811.28811.0881.2183 編制：梁群東 2022/3/15 第13頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后高程(m)路床(0-0.8m)上路

55、堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(m)上路堤頂設(shè)計高程(m)94-3 94-294-1填土厚度0.8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K4+238.012.2260.60011.62611.32610.8261.80189.8250.8411.62611.42611.22611.0261.0013K4+260.012.1600.60011.56011.26010.7601.67089.8900.8411.56011.36011.16010.9600.8703K4+280.012.1000.60011.50011.20010.7001

56、.67089.8300.8411.50011.30011.10010.9000.8703K4+289.612.0710.60011.47111.17110.6711.50179.9700.8411.47111.27111.07110.8710.7013K4+310.012.0100.60011.41011.11010.6101.410710.0000.8411.41011.21011.01010.8100.6103K4+330.011.9500.60011.35011.05010.5501.52079.8300.8411.35011.15010.95010.7500.7203K4+354.01

57、1.8780.60011.27810.97810.4781.256610.0220.8411.27811.07810.87810.6780.4562K4+369.511.8320.60011.23210.93210.4321.30469.9280.8411.23211.03210.83210.6320.5042K4+374.011.8180.60011.21810.91810.4181.29869.9200.8411.21811.01810.81810.6180.4982K4+395.011.7550.60011.15510.85510.3551.63579.5200.8411.15510.9

58、5510.75510.5550.8353K4+415.011.6950.60011.09510.79510.2951.45579.6400.8411.09510.89510.69510.4950.6553K4+436.011.6320.60011.03210.73210.2321.37279.6600.8411.03210.83210.63210.4320.5723K4+455.011.5750.60010.97510.67510.1751.22569.7500.8410.97510.77510.57510.3750.4252K4+480.011.5070.60010.90710.60710.

59、1071.54779.3600.8410.90710.70710.50710.3070.7473K4+500.011.4670.60010.86710.56710.0671.48779.3800.8410.86710.66710.46710.2670.6873K4+521.011.4390.60010.83910.53910.0391.47979.3600.8410.83910.63910.43910.2390.6793 編制：梁群東 2022/3/15 第14頁共560頁填填方方路路基基資資料料斷面樁號路面頂設(shè)計高程(m)路面結(jié)構(gòu)層厚(m)96區(qū)94區(qū)總填土厚度(m)總填土層數(shù)填土層次清表后

60、高程(m)路床(0-0.8m)上路堤(0.7m)上路床頂設(shè)計高程(m)下路床頂設(shè)計高程(m)上路堤頂設(shè)計高程(m)94-3 94-294-1填土厚度0.8米填土數(shù)4層96-496-396-296-1下路床填土厚0.7(m)層數(shù)3層K4+536.711.4280.60010.82810.52810.0281.25869.5700.8410.82810.62810.42810.2280.4582K4+562.011.4270.60010.82710.52710.0271.54779.2800.8410.82710.62710.42710.2270.7473K4+584.011.4440.60010