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1、 编制:梁群东 2021/11/1 第1页共242页填填方方路路基基资资料料断面桩号路面顶设计高程(m)路面结构层厚(m)96区94区总填土厚度(m)总填土层数填土层次清表后高程(m)路床(0-0.8m)上路堤(0.7m)下路堤下填土厚(m)下路堤填土层次填层顶面高程下路堤(93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下路床填土厚0.7(m)层数3层94-394-294-1123K0+000.011.4000.60010.80010.50010.00010.80030000.000

2、010.000-0.250 -0.450 -0.700 FALSE0-0.950 0.0000.000K0+026.011.0230.60010.42310.1239.62310.42330.0000.0009.623-0.250 -0.450 -0.700 FALSE0-0.950 0.0000.000K0+033.510.9140.60010.31410.0149.51410.3143310.31410.0149.7649.5149.5149.3149.0648.814308.8148.5208.226K0+053.010.6320.60010.0329.7329.23210.032321

3、0.0329.7329.4829.2329.2329.0328.7828.532298.5328.2387.944K0+066.010.4430.6009.8439.5439.0439.843319.8439.5439.2939.0439.0438.8438.5938.343288.3438.0457.747K0+086.010.1530.6009.5539.2538.7539.553309.5539.2539.0038.7538.7538.5538.3038.053278.0537.7557.456K0+105.09.8850.6009.2858.9858.4859.285299.2858.

4、9858.7358.4858.4858.2858.0357.785267.7857.4867.186K0+128.09.6000.6009.0008.7008.2009.000289.0008.7008.4508.2008.2008.0007.7507.500257.5007.2006.900K0+151.09.3600.6008.7608.4607.9608.760288.7608.4608.2107.9607.9607.7607.5107.260257.2606.9706.679K0+171.09.1890.6008.5898.2897.7898.589278.5898.2898.0397

5、.7897.7897.5897.3397.089247.0896.7946.498K0+195.09.0280.6008.4288.1287.6288.428278.4288.1287.8787.6287.6287.4287.1786.928246.9286.6396.351K0+220.08.9130.6008.3138.0137.5138.313268.3138.0137.7637.5137.5137.3137.0636.813236.8136.5176.221K0+241.08.8570.6008.2577.9577.4578.257268.2577.9577.7077.4577.457

6、7.2577.0076.757236.7576.4636.169K0+260.08.8390.6008.2397.9397.4398.239268.2397.9397.6897.4397.4397.2396.9896.739236.7396.4466.153K0+281.08.8560.6008.2567.9567.4568.256268.2567.9567.7067.4567.4567.2567.0066.756236.7566.4626.169K0+300.08.9030.6008.3038.0037.5038.303268.3038.0037.7537.5037.5037.3037.05

7、36.803236.8036.5076.211K0+320.08.9800.6008.3808.0807.5808.380268.3808.0807.8307.5807.5807.3807.1306.880236.8806.5816.282K0+340.09.0600.6008.4608.1607.6608.460278.4608.1607.9107.6607.6607.4607.2106.960246.9606.6706.380K0+360.09.1400.6008.5408.2407.7408.540278.5408.2407.9907.7407.7407.5407.2907.040247

8、.0406.7476.453K0+380.09.2200.6008.6208.3207.8208.620278.6208.3208.0707.8207.8207.6207.3707.120247.1206.8236.527K0+400.09.3000.6008.7008.4007.9008.700278.7008.4008.1507.9007.9007.7007.4507.200247.2006.9006.600K0+420.09.3800.6008.7808.4807.9808.780288.7808.4808.2307.9807.9807.7807.5307.280257.2806.989

9、6.698K0+440.09.4600.6008.8608.5608.0608.860288.8608.5608.3108.0608.0607.8607.6107.360257.3607.0666.771K0+460.09.5400.6008.9408.6408.1408.940288.9408.6408.3908.1408.1407.9407.6907.440257.4407.1426.845K0+480.09.6200.6009.0208.7208.2209.020299.0208.7208.4708.2208.2208.0207.7707.520267.5207.2316.942 编制:

10、梁群东 2021/11/1 第2页共242页填填方方路路基基资资料料断面桩号路面顶设计高程(m)路面结构层厚(m)96区94区总填土厚度(m)总填土层数填土层次清表后高程(m)路床(0-0.8m)上路堤(0.7m)下路堤下填土厚(m)下路堤填土层次填层顶面高程下路堤(93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下路床填土厚0.7(m)层数3层94-394-294-1123K0+500.09.7000.6009.1008.8008.3009.100299.1008.8008.5508

11、.3008.3008.1007.8507.600267.6007.3087.015K0+520.09.7800.6009.1808.8808.3809.180299.1808.8808.6308.3808.3808.1807.9307.680267.6807.3857.089K0+538.09.8520.6009.2528.9528.4529.252299.2528.9528.7028.4528.4528.2528.0027.752267.7527.4547.156K0+550.09.9000.6009.3009.0008.5009.300299.3009.0008.7508.5008.500

12、8.3008.0507.800267.8007.5007.200K0+570.09.9730.6009.3739.0738.5739.373309.3739.0738.8238.5738.5738.3738.1237.873277.8737.5817.290K0+590.010.0300.6009.4309.1308.6309.430309.4309.1308.8808.6308.6308.4308.1807.930277.9307.6367.343K0+610.010.0710.6009.4719.1718.6719.471309.4719.1718.9218.6718.6718.4718.

13、2217.971277.9717.6767.381K0+620桥10.0850.6009.4859.1858.6850K0+676桥10.0930.6009.4939.1938.6930K0+700.010.0570.6009.4579.1578.6579.457309.4579.1578.9078.6578.6578.4578.2077.957277.9577.6627.368K0+717.010.0190.6009.4199.1198.6199.41939.4199.1198.8690.0000.0000.0000.00000.0000.0000.000K0+730.09.9810.600

14、9.3819.0818.5819.381309.3819.0818.8318.5818.5818.3818.1317.881277.8817.5897.297K0+736.09.9610.6009.3619.0618.5619.361309.3619.0618.8118.5618.5618.3618.1117.861277.8617.5707.279K0+755.09.9100.6009.3109.0108.5109.310309.3109.0108.7608.5108.5108.3108.0607.810277.8107.5217.231K0+773.59.8980.6009.2988.99

15、88.4989.298299.2988.9988.7488.4988.4988.2988.0487.798267.7987.4987.198K0+787.59.9150.6009.3159.0158.5159.315309.3159.0158.7658.5158.5158.3158.0657.815277.8157.5267.236K0+810.09.9890.6009.3899.0898.5899.389309.3899.0898.8398.5898.5898.3898.1397.889277.8897.5977.305K0+830.010.1020.6009.5029.2028.7029.

16、502309.5029.2028.9528.7028.7028.5028.2528.002278.0027.7067.409K0+850.010.2610.6009.6619.3618.8619.661319.6619.3619.1118.8618.8618.6618.4118.161288.1617.8707.578K0+870.010.4640.6009.8649.5649.0649.864319.8649.5649.3149.0649.0648.8648.6148.364288.3648.0657.767K0+890.010.7130.60010.1139.8139.31310.1133

17、210.1139.8139.5639.3139.3139.1138.8638.613298.6138.3168.019K0+923.311.2270.60010.62710.3279.82710.6273410.62710.32710.0779.8279.8279.6279.3779.127319.1278.8338.538K0+944.811.6260.60011.02610.72610.22611.0263511.02610.72610.47610.22610.22610.0269.7769.526329.5269.2288.931K0+966.012.0700.60011.47011.1

18、7010.67011.4703711.47011.17010.92010.67010.67010.47010.2209.970349.9709.6779.384K0+984.912.508 编制:梁群东 2021/11/1 第3页共242页填填方方路路基基资资料料断面桩号路面顶设计高程(m)路面结构层厚(m)96区94区总填土厚度(m)总填土层数填土层次清表后高程(m)路床(0-0.8m)上路堤(0.7m)下路堤下填土厚(m)下路堤填土层次填层顶面高程下路堤(93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96-49

19、6-396-296-1下路床填土厚0.7(m)层数3层94-394-294-1123K0+989.012.609K1+00012.8880.60012.28811.98811.48812.2883912.28811.98811.73811.48811.48811.28811.03810.7883610.788 10.488 10.189K1+02113.4580.60012.85812.55812.05812.8584112.85812.55812.30812.05812.05811.85811.60811.3583811.358 11.059 10.760K1+04014.0120.6001

20、3.41213.11212.61213.4124313.41213.11212.86212.61212.61212.41212.16211.9124011.912 11.614 11.316K1+06014.6020.60014.00213.70213.20214.0024514.00213.70213.45213.20213.20213.00212.75212.5024212.502 12.204 11.907K1+080.015.1920.60014.59214.29213.79214.5924714.59214.29214.04213.79213.79213.59213.34213.09

21、24413.092 12.794 12.4971+100桥15.782K1+571桥16.933K1+593.016.3940.60015.79415.49414.99415.7945115.79415.49415.24414.99414.99414.79414.54414.2944814.294 13.996 13.698K1+606.016.0760.60015.47615.17614.67615.4765015.47615.17614.92614.67614.67614.47614.22613.9764713.976 13.679 13.381K1+618.015.7820.60015.

22、18214.88214.38215.1824915.18214.88214.63214.38214.38214.18213.93213.6824613.682 13.385 13.087K1+626.015.5860.60014.98614.68614.18614.9864814.98614.68614.43614.18614.18613.98613.73613.4864513.486 13.186 12.887K1+650.014.9980.60014.39814.09813.59814.3984614.39814.09813.84813.59813.59813.39813.14812.89

23、84312.898 12.598 12.298K1+670.014.5080.60013.90813.60813.10813.9084513.90813.60813.35813.10813.10812.90812.65812.4084212.408 12.113 11.817K1+690.014.0180.60013.41813.11812.61813.4184313.41813.11812.86812.61812.61812.41812.16811.9184011.918 11.620 11.322K1+710.013.5280.60012.92812.62812.12812.9284212

24、.92812.62812.37812.12812.12811.92811.67811.4283911.428 11.135 10.842K1+730.013.0380.60012.43812.13811.63812.4384012.43812.13811.88811.63811.63811.43811.18810.9383710.938 10.642 10.347K1+750.012.5520.60011.95211.65211.15211.9523811.95211.65211.40211.15211.15210.95210.70210.4523510.452 10.153 9.855K1+

25、764.512.2220.60011.62211.32210.82211.6223711.62211.32211.07210.82210.82210.62210.37210.1223410.1229.8249.527K1+786.011.7770.60011.17710.87710.37711.1773611.17710.87710.62710.37710.37710.1779.9279.677339.6779.3849.091K1+805.011.4260.60010.82610.52610.02610.8263510.82610.52610.27610.02610.0269.8269.57

26、69.326329.3269.0358.743K1+826.011.0850.60010.48510.1859.68510.4853310.48510.1859.9359.6859.6859.4859.2358.985308.9858.6868.386K1+838.010.9120.60010.31210.0129.51210.3123310.31210.0129.7629.5129.5129.3129.0628.812308.8128.5188.225K1+860.010.6360.60010.0369.7369.23610.0363210.0369.7369.4869.2369.2369.

27、0368.7868.536298.5368.2427.947K1+880.010.4320.6009.8329.5329.0329.832319.8329.5329.2829.0329.0328.8328.5828.332288.3328.0347.737 编制:梁群东 2021/11/1 第4页共242页填填方方路路基基资资料料断面桩号路面顶设计高程(m)路面结构层厚(m)96区94区总填土厚度(m)总填土层数填土层次清表后高程(m)路床(0-0.8m)上路堤(0.7m)下路堤下填土厚(m)下路堤填土层次填层顶面高程下路堤(93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

28、(m)94-3 94-294-1填土厚度0.8米填土数4层96-496-396-296-1下路床填土厚0.7(m)层数3层94-394-294-1123K1+900.010.2730.6009.6739.3738.8739.673319.6739.3739.1238.8738.8738.6738.4238.173288.1737.8817.589K1+920.010.1580.6009.5589.2588.7589.558309.5589.2589.0088.7588.7588.5588.3088.058278.0587.7607.461K1+940.010.0870.6009.4879.18

29、78.6879.487309.4879.1878.9378.6878.6878.4878.2377.987277.9877.6917.395K1+960.010.0610.6009.4619.1618.6619.461309.4619.1618.9118.6618.6618.4618.2117.961277.9617.6667.371K1+980.010.0790.6009.4799.1798.6799.479309.4799.1798.9298.6798.6798.4798.2297.979277.9797.6837.388K2+000.010.1350.6009.5359.2358.735

30、9.535309.5359.2358.9858.7358.7358.5358.2858.035278.0357.7377.440K2+020.010.1950.6009.5959.2958.7959.595309.5959.2959.0458.7958.7958.5958.3458.095278.0957.7957.495K2+040.010.2550.6009.6559.3558.8559.655319.6559.3559.1058.8558.8558.6558.4058.155288.1557.8647.573K2+059.010.3120.6009.7129.4128.9129.7123

31、19.7129.4129.1628.9128.9128.7128.4628.212288.2127.9197.625K2+080.010.3750.6009.7759.4758.9759.775319.7759.4759.2258.9758.9758.7758.5258.275288.2757.9797.684K2+094.510.4180.6009.8189.5189.0189.818319.8189.5189.2689.0189.0188.8188.5688.318288.3188.0217.724K2+110.010.4650.6009.8659.5659.0659.865319.865

32、9.5659.3159.0659.0658.8658.6158.365288.3658.0667.768K2+136.010.5430.6009.9439.6439.1439.943329.9439.6439.3939.1439.1438.9438.6938.443298.4438.1527.861K2+155.010.6000.60010.0009.7009.20010.0003210.0009.7009.4509.2009.2009.0008.7508.500298.5008.2077.914K2+175.010.6600.60010.0609.7609.26010.0603210.060

33、9.7609.5109.2609.2609.0608.8108.560298.5608.2657.970K2+195.010.7200.60010.1209.8209.32010.1203210.1209.8209.5709.3209.3209.1208.8708.620298.6208.3238.026K2+218.010.7890.60010.1899.8899.38910.1893210.1899.8899.6399.3899.3899.1898.9398.689298.6898.3898.090K2+233.010.8340.60010.2349.9349.43410.2343310.

34、2349.9349.6849.4349.4349.2348.9848.734308.7348.4438.152K2+255.410.9240.60010.32410.0249.52410.3243310.32410.0249.7749.5249.5249.3249.0748.824308.8248.5308.236K2+275.011.1180.60010.51810.2189.71810.5183410.51810.2189.9689.7189.7189.5189.2689.018319.0188.7278.436K2+294.011.4200.60010.82010.52010.02010

35、.8203510.82010.52010.27010.02010.0209.8209.5709.320329.3209.0298.738K2+312.611.8250.60011.22510.92510.42511.2253611.22510.92510.67510.42510.42510.2259.9759.725339.7259.4309.136K2+325.312.1530.60011.55311.25310.75311.5533711.55311.25311.00310.75310.75310.55310.30310.0533410.0539.7579.462K2+346.012.69

36、10.60012.09111.79111.29112.0913912.09111.79111.54111.29111.29111.09110.84110.5913610.591 10.297 10.003K2+367.013.2370.60012.63712.33711.83712.6374112.63712.33712.08711.83711.83711.63711.38711.1373811.137 10.844 10.551 编制:梁群东 2021/11/1 第5页共242页填填方方路路基基资资料料断面桩号路面顶设计高程(m)路面结构层厚(m)96区94区总填土厚度(m)总填土层数填土层

37、次清表后高程(m)路床(0-0.8m)上路堤(0.7m)下路堤下填土厚(m)下路堤填土层次填层顶面高程下路堤(93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下路床填土厚0.7(m)层数3层94-394-294-1123K2+386桥13.7310.60013.1310K2+603桥14.9780.60014.3780K2+615.014.7440.60014.14413.84413.34414.1444614.14413.84413.59413.34413.34413.14412.8

38、9412.6444312.644 12.350 12.056K2+641.014.1310.60013.53113.23112.73113.5314413.53113.23112.98112.73112.73112.53112.28112.0314112.031 11.738 11.444K2+661.013.6590.60013.05912.75912.25913.0594213.05912.75912.50912.25912.25912.05911.80911.5593911.559 11.263 10.966K2+674.313.3730.60012.77312.47311.97312.

39、7734112.77312.47312.22311.97311.97311.77311.52311.2733811.273 10.976 10.680K2+695.012.9710.60012.37112.07111.57112.3714012.37112.07111.82111.57111.57111.37111.12110.8713710.871 10.577 10.283K2+710.012.7130.60012.11311.81311.31312.1133912.11311.81311.56311.31311.31311.11310.86310.6133610.613 10.318 1

40、0.023K2+734.012.3590.60011.75911.45910.95911.7593811.75911.45911.20910.95910.95910.75910.50910.2593510.2599.9669.673K2+740.512.2760.60011.67611.37610.87611.6763711.67611.37611.12610.87610.87610.67610.42610.1763410.1769.8779.577K2+760.012.0570.60011.45711.15710.65711.4573711.45711.15710.90710.65710.6

41、5710.45710.2079.957349.9579.6649.371K2+780.011.8820.60011.28210.98210.48211.2823611.28210.98210.73210.48210.48210.28210.0329.782339.7829.4869.189K2+800.011.7570.60011.15710.85710.35711.1573611.15710.85710.60710.35710.35710.1579.9079.657339.6579.3649.072K2+815.611.6940.60011.09410.79410.29411.0943511

42、.09410.79410.54410.29410.29410.0949.8449.594329.5949.2948.994K2+818.011.6870.60011.08710.78710.28711.0873511.08710.78710.53710.28710.28710.0879.8379.587329.5879.2878.988K2+821.011.6790.60011.07910.77910.27911.0793511.07910.77910.52910.27910.27910.0799.8299.579329.5799.2808.980K2+844.011.6570.60011.0

43、5710.75710.25711.0573511.05710.75710.50710.25710.25710.0579.8079.557329.5579.2588.960K2+865.011.6950.60011.09510.79510.29511.0953511.09510.79510.54510.29510.29510.0959.8459.595329.5959.2958.995K2+890.011.7700.60011.17010.87010.37011.1703611.17010.87010.62010.37010.37010.1709.9209.670339.6709.3779.08

44、4K2+893.611.7810.60011.18110.88110.38111.1813611.18110.88110.63110.38110.38110.1819.9319.681339.6819.3889.094K2+895.211.7860.60011.18610.88610.38611.1863611.18610.88610.63610.38610.38610.1869.9369.686339.6869.3929.099K2+906.511.8200.60011.22010.92010.42011.2203611.22010.92010.67010.42010.42010.2209.

45、9709.720339.7209.4259.131K2+908.511.8260.60011.22610.92610.42611.2263611.22610.92610.67610.42610.42610.2269.9769.726339.7269.4319.137K2+919.711.8590.60011.25910.95910.45911.2593611.25910.95910.70910.45910.45910.25910.0099.759339.7599.4639.168K2+921.311.8640.60011.26410.96410.46411.2643611.26410.9641

46、0.71410.46410.46410.26410.0149.764339.7649.4689.172 编制:梁群东 2021/11/1 第6页共242页填填方方路路基基资资料料断面桩号路面顶设计高程(m)路面结构层厚(m)96区94区总填土厚度(m)总填土层数填土层次清表后高程(m)路床(0-0.8m)上路堤(0.7m)下路堤下填土厚(m)下路堤填土层次填层顶面高程下路堤(93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下路床填土厚0.7(m)层数3层94-394-294-1123K

47、2+924.011.8720.60011.27210.97210.47211.2723611.27210.97210.72210.47210.47210.27210.0229.772339.7729.4769.180K2+945.011.9350.60011.33511.03510.53511.33511.33511.03510.78510.53510.53510.33510.0859.835339.8359.5379.239K2+965.011.9950.60011.39511.09510.59511.39511.39511.09510.84510.59510.59510.39510.145

48、9.895339.8959.5959.295K2+985.012.0550.60011.45511.15510.65511.4550.0000.0000.000K3+000.012.1000.60011.50011.20010.70011.500100.8411.50011.30011.10010.9000.7310.70010.47010.24010.00031010.00K3+007.612.1230.60011.52311.22310.72311.523100.8411.52311.32311.12310.9230.7310.72310.49310.26310.023310.0210.0

49、2K3+030.012.1900.60011.59011.29010.79011.590100.8411.59011.39011.19010.9900.7310.79010.56010.33010.090310.0910.09K3+051.012.2460.60011.64611.34610.84611.646100.8411.64611.44611.24611.0460.7310.84610.61610.38610.146310.1510.15K3+072.012.2870.60011.68711.38710.88711.687100.8411.68711.48711.28711.0870.

50、7310.88710.65710.42710.187310.1910.19K3+079.612.2980.60011.69811.39810.89811.698100.8411.69811.49811.29811.0980.7310.89810.66810.43810.198310.210.20K3+095.612.3150.60011.71511.41510.91511.715110.8411.71511.51511.31511.1150.7310.91510.68510.45510.215410.2210.22K3+114.012.3240.60011.72411.42410.92411.

51、724100.8411.72411.52411.32411.1240.7310.92410.69410.46410.224310.2210.22K3+136.012.3210.60011.72111.42110.92111.721110.8411.72111.52111.32111.1210.7310.92110.69110.46110.221410.2210.22K3+154.012.3060.60011.70611.40610.90611.706100.8411.70611.50611.30611.1060.7310.90610.67610.44610.206310.2110.21K3+1

52、77.012.2710.60011.67111.37110.87111.671100.8411.67111.47111.27111.0710.7310.87110.64110.41110.171310.1710.17K3+195.512.2300.60011.63011.33010.83011.630100.8411.63011.43011.23011.0300.7310.83010.60010.37010.130310.1310.13K3+215.012.1750.60011.57511.27510.77511.57590.8411.57511.37511.17510.9750.7310.7

53、7510.54510.31510.075210.0810.08K3+236.012.1120.60011.51211.21210.71211.51290.8411.51211.31211.11210.9120.7310.71210.48210.25210.012210.0110.01K3+258.012.0460.60011.44611.14610.64611.44690.8411.44611.24611.04610.8460.7310.64610.41610.1869.94629.9469.95K3+280.011.9800.60011.38011.08010.58011.38080.841

54、1.38011.18010.98010.7800.7310.58010.35010.1209.88019.889.88K3+300.011.9200.60011.32011.02010.52011.32070.8411.32011.12010.92010.72010.5203K3+320.011.8610.60011.26110.96110.46111.26170.8411.26111.06110.86110.66110.4613K3+340.011.8050.60011.20510.90510.40511.20570.8411.20511.00510.80510.60510.4053K3+3

55、60.011.7540.60011.15410.85410.35411.15470.8411.15410.95410.75410.55410.3543K3+378.011.7120.60011.11210.81210.31211.11270.8411.11210.91210.71210.51210.3123 编制:梁群东 2021/11/1 第7页共242页填填方方路路基基资资料料断面桩号路面顶设计高程(m)路面结构层厚(m)96区94区总填土厚度(m)总填土层数填土层次清表后高程(m)路床(0-0.8m)上路堤(0.7m)下路堤下填土厚(m)下路堤填土层次填层顶面高程下路堤(93区)上路床顶

56、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下路床填土厚0.7(m)层数3层94-394-294-1123K3+403.011.6590.60011.05910.75910.25911.05970.8411.05910.85910.65910.45910.2593K3+421.011.6250.60011.02510.72510.22511.02570.8411.02510.82510.62510.42510.2253K3+440.011.5940.60010.99410.69410.19410.

57、99470.8410.99410.79410.59410.39410.1943K3+460.011.5650.60010.96510.66510.16510.96570.8410.96510.76510.56510.36510.1653K3+480.011.5410.60010.94110.64110.14110.94170.8410.94110.74110.54110.34110.1413K3+503.011.5180.60010.91810.61810.11810.91870.8410.91810.71810.51810.31810.1183K3+521.011.5040.60010.90

58、410.60410.10410.90470.8410.90410.70410.50410.30410.1043K3+524.611.5020.60010.90210.60210.10210.90240.8410.90210.70210.50210.30210.1020K3+551.011.4900.60010.89010.59010.09010.89060.8410.89010.69010.49010.29010.0902K3+572.011.4850.60010.88510.58510.08510.88560.8410.88510.68510.48510.28510.0852K3+594.0

59、11.4860.60010.88610.58610.08610.88660.8410.88610.68610.48610.28610.0862K3+633.011.5010.60010.90110.60110.10110.90170.8410.90110.70110.50110.30110.1013K3+649.011.5110.60010.91110.61110.11110.91170.8410.91110.71110.51110.31110.1113K3+672.011.5320.60010.93210.63210.13210.93270.8410.93210.73210.53210.33

60、210.1323K3+692.011.5550.60010.95510.65510.15510.95570.8410.95510.75510.55510.35510.1553K3+715.011.5860.60010.98610.68610.18610.98670.8410.98610.78610.58610.38610.1863K3+736.011.6200.60011.02010.72010.22011.02070.8411.02010.82010.62010.42010.2203K3+757.011.6590.60011.05910.75910.25911.05970.8411.0591

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