CBR承载比自动j计算版

1、一一劳劳永永逸逸 施工单位北京城建道桥建设集团有限公司目录 监理单位河北四方监理咨询有限公司 承载比(CBR)98击3 层 合 同 段S1 承载比(CBR)50击3 层 编 号XXX 承载比(CBR)30击3 层 试验单位（公章） 西柏坡高速公路二环路至霍寨段S1标工地试验室 承载比(CBR)泡水试 验记录 试 验 规 程JTGE40-2007测力环校正系数 取样地点及说明XXX 最大干密度1.85 最佳含水量13.7 使 用 部 位XXX 每层击数/击实层数98击/3层 试 验 规 程JTGE40-2007 取样地点及说明XXX 最大干密度1.843 最佳含水量18.4 使 用 部 位XXX

2、 每层击数/击实层数50击/3层 试 验 规 程JTGE40-2007 取样地点及说明XXX 最大干密度1.843 最佳含水量18.4 使 用 部 位XXX 每层击数/击实层数30击/3层 注意： 1兆帕=1000千帕 N/mm2=兆帕N/CM2*10=千帕 最佳含水量18.4 9898击击/3/3层层5050击击/3/3层层3030击击/3/3层层 R R 0.01mm0.01mm 贯贯入入范范围围 R R 0.02mm0.02mm 贯贯入入范范围围 R R 0.03mm0.03mm 贯贯入入范范围围 7.57.525254.54.525252.52.52525 20.020.0505013

3、.513.550509.09.05050 37.537.510010030.530.510010020.520.5100100 54.054.015015044.044.015015024.024.0150150 70.570.520020057.557.520020037.037.0200200 85.585.525025066.066.025025046.546.5250250 95.095.030030073.073.030030051.051.0300300 102.0102.035035079.579.535035056.556.5350350 110.0110.040040086.

4、086.040040062.562.5400400 116.5116.545045090.090.045045066.066.0450450 121.0121.050050094.594.550050069.069.0500500 127.0127.055055098.098.055055072.072.0550550 测测力力环环校校正正系系数数测测力力环环校校正正系系数数测测力力环环校校正正系系数数 29.7829.7829.7829.7829.7829.78 贯贯入入杆杆面面积积贯贯入入杆杆面面积积贯贯入入杆杆面面积积 19.63519.63519.63519.63519.63519.6

5、35 击击实实筒筒编编号号击击实实筒筒编编号号击击实实筒筒编编号号 最最小小最最大大最最小小最最大大最最小小最最大大 1 17 71717 本本表表使使用用方方法法：首首先先请请在在表表头头输输入入所所需需项项目目，在在范范 围围处处输输入入各各表表R R（上上表表读读数数）及及贯贯入入范范围围，测测力力环环 校校正正系系数数及及贯贯入入杆杆面面积积筒筒号号范范围围，按按F9F9自自动动生生成成所所 需需资资料料 本本人人菜菜鸟鸟水水平平，有有不不对对之之处处请请见见谅谅 欢欢迎迎高高手手加加我我QQ:137839660QQ:137839660 在在此此小小猪猪祝祝各各位位工工作作愉愉快快，幸

6、幸福福美美满满 本本表表使使用用方方法法：首首先先请请在在表表头头输输入入所所需需项项目目，在在范范 围围处处输输入入各各表表R R（上上表表读读数数）及及贯贯入入范范围围，测测力力环环 校校正正系系数数及及贯贯入入杆杆面面积积筒筒号号范范围围，按按F9F9自自动动生生成成所所 需需资资料料 本本人人菜菜鸟鸟水水平平，有有不不对对之之处处请请见见谅谅 欢欢迎迎高高手手加加我我QQ:137839660QQ:137839660 在在此此小小猪猪祝祝各各位位工工作作愉愉快快，幸幸福福美美满满 1 12 23 31 12 23 31 1 R 0.01mm R 0.01mm R 0.01mm 18.78

7、 贯入 0.01mm 贯入 0.01mm 贯入 0.01mm P Kpa 8.7411.576.6917.5726.5227.4325.13132.5578 18.7923.5319.1851.6352.5350.06284.9841 35.5941.7738.41101.09101.81100.39539.7862 52.1957.9453.18150.77153.63148.47791.555 69.537571.07201.41203.47200.911054.547 83.7389.8287.05251.00250.97251.191269.916 94.3996.9196.09301

8、.68302.33300.261431.594 99.82103.75102.23350.39352.62350.061513.949 107.37111.17109.21401.78403.76402.731628.459 114.22118.78116.54451.49453.55450.951732.351 120.27123.5121.29500.79502.38499.681824.11 126.6130.27126.43551.18552.04552.111920.116 2263.6CV2.5 2261.18CV5 18.0919.4618.8 17.417.817.5 18.8

9、 17.6 P1L1P2P2.1L2P3P3.1L3 132.557780.26175.4798 2175.47980.26101.4659 4101.4660.25 284.984060.51356.8747 2356.87470.51290.8991 4290.8990.50 539.78621.01633.5172633.5171.01582.5566 4582.5571.00 791.554981.5878.7642878.7641.52806.5701 4806.571.49 1054.54722.011137.51 3137.50952.021077.904 5077.9042.0

10、0 1269.91572.511362.281 3362.28142.501320.269 5320.2692.51 1431.59373.011469.814 3469.8143.011457.377 5457.3773.00 1513.94943.51573.555 3573.55493.511550.501 5550.5013.50 1628.45874.011686.092 3686.09254.021656.366 5656.3664.01 1732.35124.511801.512 3801.51184.521767.538 5767.5384.50 1824.110351873.

11、099 3873.09915.011839.585839.585.00 1920.11615.511975.778 3975.77835.511917.538 5917.5385.51 200040006000 02.5600050 02.5600050 1266.01266.0 3362.2814 3362.28153165316 1824.11824.1387238725839.585839.58 2200.04200 1 12 23 31 12 23 31 1 R 0.01mm R 0.01mm R 0.01mm 贯入 0.01mm 贯入 0.01mm 贯入 0.01mm P Kpa 5

12、.965.993.2326.58528.1924.4490.39409 11.6214.8912.6551.10852.450.04176.2381 28.1530.8229.32100.74101.25100.16426.9453 43.8545.3143.65151.085151.6149.59665.0639 57.0759.6157.25202.776200.8200.44865.5689 65.4868.5565.33252.359251.2249993.1217 72.7575.7372.09301.567303.12300.071103.384 77.3782.6978.6335

13、0.45353.27349.91173.455 86.4787.6484.9401.476401.41399.941311.473 88.3794.0388.45451.969452.37448.781340.29 92.3996.7194.25502.002502.76498.851401.26 94.84101.4297.75552.342554.25548.651438.419 2562 2571.9 14.1614.8114.15 13.331413.6 14.4 13.6 P1L1P2P2.1L2P3P3.1L3 90.3940920.2690.8491 2090.84910.274

14、8.98874 4048.9890.25 176.238150.51225.8336 2225.83360.51191.8599 4191.860.50 426.945251467.4406 2467.44061.01444.6904 4444.691.00 665.063921.51687.2074 2687.20741.51662.0306 4662.0311.50 865.568932.01904.0926 2904.09262.00868.299 4868.2992.00 993.121672.511039.684 3039.68372.51990.8467 4990.8472.50

15、1103.38433.011148.581 3148.58133.021093.374 5093.3743.00 1173.45493.51254.142 3254.14223.521192.565 5192.5653.50 1311.47274.011329.218 3329.21784.011287.661 5287.6614.00 1340.28964.511426.134 3426.13364.511341.503 5341.5034.49 1401.26015.011466.781 3466.78065.011429.475429.474.99 1438.41875.511538.2

16、16 3538.21625.521482.554 5482.5545.49 200040006000 02.5600050 02.5600050 991.0991.02991.02991.04990.847 4990.847 1400.01400.03400.03400.05430.55430.5 2000.04000 1 12 23 31 12 23 31 1 R 0.01mm R 0.01mm R 0.01mm 贯入 0.01mm 贯入 0.01mm 贯入 0.01mm P Kpa 3.314.042.4226.1127.8422.2650.20209 9.319.748.3551.955

17、3.3746.58141.2029 20.9821.9720.22101.63102.4197.29318.1993 24.1424.8724.08151.96153.05146.38366.1264 37.337.9136.54201.65202.55197.3565.7214 46.6648.4645.86250.96251.79246.14707.6826 51.9552.650.56302.62301.5296.87787.9149 56.6158.3356.37352.5352.01347.25858.5922 63.3863.5662.03401.96402.84397.23961

18、.2714 6767.5765.81451.76453.11446.761016.175 69.1971.2569.13502.85503.26496.661049.39 72.3473.2771.5552.06553.03547.061097.166 231 237 P1L1P2P2.1L2P3P3.1L3 50.2020880.2661.27385 2061.27380.2636.70364 4036.7040.24 141.202850.51147.7246 2147.72460.52126.6427 4126.6430.48 318.199341.01333.2145 2333.214

19、51.01306.6726 4306.6730.99 366.126411.51377.1982 2377.19821.52365.2164 4365.2161.48 565.721422.01574.9732 2574.97322.01554.1947 4554.1951.99 707.682612.5734.9828 2734.98282.51695.5492 4695.5492.48 787.914953.01797.7734 2797.77343.01766.8331 4766.8332.98 858.592213.51884.6791 2884.67913.51854.9522 48

20、54.9523.49 961.27144.01964.0014 2964.00144.01940.7962 4940.7963.99 1016.17524.511024.82 3024.82034.52998.1267 4998.1274.48 1049.39055.011080.634 3080.63415.021048.485048.484.98 1097.16595.511111.271 3111.2715.521084.426 5084.4265.49 200040006000 02.560005.30 02.560005.30 707.68261 707.6826 2707.683

21、2707.6834698.44698.4 10491049304930495049.95049.9 20004000 2 23 3 98击/3 层 P Kpa P Kpa 175.4798 101.4659 356.8747 290.8991 633.517 582.5566 878.764 806.5701 1137.51 1077.904 1362.281 1320.269 1469.814 1457.377 1573.555 1550.501 1686.092 1656.366 1801.512 1767.538 1873.099 1839.58 1975.778 1917.538 2

22、23 3 50击/3层 P Kpa P Kpa 90.8491 48.98874 225.8336 191.8599 467.4406 444.6904 687.2074 662.0306 904.0926868.299 1039.684 990.8467 1148.581 1093.374 1254.142 1192.565 1329.218 1287.661 1426.134 1341.503 1466.7811429.47 1538.216 1482.554 98击/3 层 2 23 3 30击/3层 P Kpa P Kpa 61.27385 36.70364 147.7246 126.

23、6427 333.2145 306.6726 377.1982 365.2164 574.9732 554.1947 734.9828 695.5492 797.7734 766.8331 884.6791 854.9522 964.0014 940.7962 1024.82 998.1267 1080.6341048.48 1111.271 1084.426 50击/3层 试验单位（公章） 承承载载比比 (CBR)(CBR) 贯贯入入试试验验记记录录 合 同 段S1 西柏坡高速公路二环路至霍寨段S1 标工地试验室 施工单位北京城建道桥建设集团有限公司 监理单位河北四方监理咨询有限公司 S1S

24、1 编 号XXX 试 验 规 程JTGE40-2007最大干密度1.850g/cm3使 用 部 位XXX 取样地点及说明XXX最佳含水量13.7每层击数/击实层数98击/3层 测力环校正系数29.78N/0.01mm贯入杆面积19.635cm2试验完成日期 击实筒号2击实筒号2击实筒号6 RP贯入LRP贯入LRP贯入L 0.01(kPa)0.01mm(mm)0.01(kPa)0.01mm(mm)0.01(kPa)0.01mm(mm) 8.7132.62527 0.26 11.6175.525270.266.7101.525250.25 18.8285.05052 0.51 23.5356.95

25、0530.5119.2290.950500.50 35.6539.8100101 1.01 41.8633.51001021.0138.4582.61001001.00 52.2791.6150151 1.50 57.9878.81501541.5253.2806.61501481.49 69.51054.5200201 2.01 75.01137.52002032.0271.11077.92002012.00 83.71269.9250251 2.51 89.81362.32502512.5087.11320.32502512.51 94.41431.6300302 3.01 96.9146

26、9.83003023.0196.11457.43003003.00 99.81513.9350350 3.50 103.81573.63503533.51102.21550.53503503.50 107.41628.5400402 4.01 111.21686.14004044.02109.21656.44004034.01 114.21732.4450451 4.51 118.81801.54504544.52116.51767.54504514.50 120.31824.1500501 5.00 123.51873.15005025.01121.31839.65005005.00 126

27、.61920.1550551 5.51 130.31975.85505525.51126.41917.55505525.51 L=2.50mm时p=1266.0L=2.50mm时p=1362.3L=2.50mm时p=1316.0 L=5.00mm时p=1824.1L=5.00mm时p=1872.0L=5.00mm时p=1839.6 CBR2.5(%)18.119.518.8 CBR5.0(%)17.417.817.5 CBR2.5平均 (%)18.8Cv=3.6%CBR5.0平均 (%)17.6%Cv=1.2% 承载比CBR 因2.5mm时CBR值5.0mm时CBR值，故取2.5mm时CBR值

28、18.8%干密度=1.850g/cm3 监理意见：中心试验室意见： 审核：复核：试验： 试验单位（公章） 承承载载比比 (CBR)(CBR) 贯贯入入试试验验记记录录 合 同 段S1 西柏坡高速公路二环路至霍寨段S1标工地试验室施工单位北京城建道桥建设集团有限公司 监理单位河北四方监理咨询有限公司 C06C06 编 号XXX 试 验 规 程JTGE40-2007最大干密度1.843g/cm3使 用 部 位XXX 取样地点及说明XXX最佳含水量18.4每层击数/击实层数50击/3层 测力环校正系数29.78N/0.01mm贯入杆面积19.635cm2试验完成日期 击实筒号2击实筒号5击实筒号7

29、RP贯入LRP贯入LRP贯入L 0.01(kPa)0.01mm(mm)0.01(kPa)0.01mm(mm)0.01(kPa)0.01mm(mm) 6.090.425270.266.090.825280.273.249.025240.25 11.6176.250510.5114.9225.850520.5112.7191.950500.50 28.2426.91001011.0030.8467.41001011.0129.3444.71001001.00 43.9665.11501511.5145.3687.21501521.5143.7662.01501501.50 57.1865.6200

30、2032.0159.6904.12002012.0057.3868.32002002.00 65.5993.12502522.5168.61039.72502512.5165.3990.82502492.50 72.81103.43003023.0175.71148.63003033.0272.11093.43003003.00 77.41173.53503503.5082.71254.13503533.5278.61192.63503503.50 86.51311.54004014.0187.61329.24004014.0184.91287.74004004.00 88.41340.345

31、04524.5194.01426.14504524.5188.51341.54504494.49 92.41401.35005025.0196.71466.85005035.0194.31429.55004994.99 94.81438.45505525.51101.41538.25505545.5297.81482.65505495.49 L=2.50mm时p=991.0L=2.50mm时p=1037.0L=2.50mm时p=990.8 L=5.00mm时p=1400.0L=5.00mm时p=1466.0L=5.00mm时p=1430.5 CBR2.5(%)14.214.814.2 CBR5

32、.0(%)13.314.013.6 CBR2.5平均 (%)14.4Cv=2.0%CBR5.0平均 (%)13.6%Cv=1.9% 承载比CBR 因2.5mm时CBR值5.0mm时CBR值，故取2.5mm时CBR值14.4%干密度=g/cm3 监理意见：中心试验室意见： 审核：复核：试验： 6000500040003000200010000 6 5 4 3 2 1 0 6000500040003000200010000 6 5 4 3 2 1 0 试验单位（公章） 承承载载比比 (CBR)(CBR) 贯贯入入试试验验记记录录 合 同 段S1 西柏坡高速公路二环路至霍寨段S1标工地试验室施工单位

33、北京城建道桥建设集团有限公司 监理单位河北四方监理咨询有限公司 C06C06 编 号XXX 试 验 规 程JTGE40-2007最大干密度1.843g/cm3使 用 部 位XXX 取样地点及说明XXX最佳含水量18.4每层击数/击实层数30击/3层 测力环校正系数29.78N/0.01mm贯入杆面积19.635cm2试验完成日期 击实筒号2击实筒号3击实筒号7 RP贯入LRP贯入LRP贯入L 0.01(kPa)0.01mm(mm)0.01(kPa)0.01mm(mm)0.01(kPa)0.01mm(mm) 3.350.225260.264.061.325280.262.436.725220.2

34、4 9.3141.250520.519.7147.750530.528.4126.650470.48 21.0318.21001021.0122.0333.21001021.0120.2306.7100970.99 24.1366.11501521.5124.9377.21501531.5224.1365.21501461.48 37.3565.72002022.0137.9575.02002032.0136.5554.22001971.99 46.7707.72502512.5048.5735.02502522.5145.9695.52502462.48 52.0787.93003033.0152.6797.83003023.0150.6766.83002972.98 56.6858.63503533.5158.3884.73