强夯施工记录(试夯)

1、强强 夯夯 施施 工工 记记 录录Dynamic Compaction Record 工程名称Project博世汽车部件(南京)有限公司扩产项目停车场区域地基处理施工单位Contractor陕西建工集团机械施工有限公司SMCC施工区域Constructionarea试夯区Trialramming area机号MachineNo.1#机锤重Heavyhammer(t)14.50夯锤尺寸Rammersize(m)0.60落距Fallingdistances(m)11.16水准高程Level elevation(m)8.97后视Backsight(m)0.00日期Date2011.8.11(第一遍)

2、夯号The firsttime(Rammer)每 击 夯 沉 量 Settlement of the each compaction (m)最后二击平均下沉量Averagesettlement of thelast twocompaction(cm)总沉量Totalsettlement(cm)夯前高程Elevationbeforecompaction(m)夯后高程Elevationaftercompaction(m)012345678910111213A10.200.500.780.961.181.42231228.176.95A20.250.580.881.1629918.127.21A30

3、.270.570.891.1730908.107.20A40.210.721.141.3330.51128.167.04A50.300.691.001.2226.5928.077.15A60.240.600.921.1929.5958.137.18A70.250.791.061.2824.51038.127.09施工小组Construction group： 施工员Construction crew：监理工程师（建设单位项目负责人）Supervising Engineer：强强 夯夯 施施 工工 记记 录录Dynamic Compaction Record 工程名称Project博世汽车部件(

4、南京)有限公司扩产项目停车场区域地基处理施工单位Contractor陕西建工集团机械施工有限公司SMCC施工区域Constructionarea试夯区Trialramming area机号MachineNo.1#机锤重Heavyhammer(t)14.50夯锤尺寸Rammersize(m)0.60落距Fallingdistances(m)11.16水准高程Level elevation(m)8.97后视Backsight(m)0.00日期Date2011.08.13(第一遍)夯号The firsttime(Rammer)每 击 夯 沉 量 Settlement of the each comp

5、action (m)最后二击平均下沉量Averagesettlement of thelast twocompaction(cm)总沉量Totalsettlement(cm)夯前高程Elevationbeforecompaction(m)夯后高程Elevationaftercompaction(m)012345678910111213C70.330.620.901.1225798.047.25C60.410.731.041.3229.5917.967.05C50.430.801.121.3628937.947.01C40.440.831.181.3827.5947.936.99C30.400.

6、821.111.4531.51057.976.92C20.330.610.841.0522728.047.32C10.270.600.951.2130.5948.107.16E70.350.650.871.1424.5798.027.23E60.340.600.911.1628828.037.21E50.440.901.251.6135.51177.936.82E40.510.901.231.5130.51007.866.86E30.390.721.071.3330.5947.987.04E20.370.851.341.6037.51238.006.77E10.340.670.951.2328

7、898.037.14施工小组Construction group： 施工员Construction crew：监理工程师（建设单位项目负责人）Supervising Engineer：强强 夯夯 施施 工工 记记 录录Dynamic Compaction Record 工程名称Project博世汽车部件(南京)有限公司扩产项目停车场区域地基处理施工单位Contractor陕西建工集团机械施工有限公司SMCC施工区域Constructionarea试夯区Trialramming area机号MachineNo.1#机锤重Heavyhammer(t)14.50夯锤尺寸Rammersize(m)0.

8、60落距Fallingdistances(m)11.16水准高程Level elevation(m)8.97后视Backsight(m)0.00日期Date2011.08.13(第一遍)夯号The firsttime(Rammer)每 击 夯 沉 量 Settlement of the each compaction (m)最后二击平均下沉量Averagesettlement of thelast twocompaction(cm)总沉量Totalsettlement(cm)夯前高程Elevationbeforecompaction(m)夯后高程Elevationaftercompaction

9、(m)012345678910111213G70.300.630.941.1124818.077.26G60.380.590.811.0221.5647.997.35G50.400.681.001.3433947.977.03G40.360.771.081.45341098.016.92G30.411.021.451.68331277.966.69G20.350.891.401.63371288.026.74G10.310.590.881.1930888.067.18施工小组Construction group： 施工员Construction crew：监理工程师（建设单位项目负责人）Sup

10、ervising Engineer：强强 夯夯 施施 工工 记记 录录Dynamic Compaction Record 工程名称Project博世汽车部件(南京)有限公司扩产项目停车场区域地基处理施工单位Contractor陕西建工集团机械施工有限公司SMCC施工区域Constructionarea试夯区Trialramming area机号MachineNo.1#机锤重Heavyhammer(t)14.50夯锤尺寸Rammersize(m)0.60落距Fallingdistances(m)11.16水准高程Level elevation(m)8.97后视Backsight(m)0.00日期

11、Date2011.08.20(第一遍)夯号The firsttime(Rammer)每 击 夯 沉 量 Settlement of the each compaction (m)最后二击平均下沉量Averagesettlement of thelast twocompaction(cm)总沉量Totalsettlement(cm)夯前高程Elevationbeforecompaction(m)夯后高程Elevationaftercompaction(m)012345678910111213F70.350.600.881.1025758.027.27F60.320.630.941.2330918

12、.057.14F50.300.620.821.1024808.077.27F30.330.721.001.40341078.046.97F40.330.740.961.2425918.047.13F20.370.801.151.4934.51128.006.88F10.351.211.651.89341548.026.48D70.330.741.001.38321058.046.99D60.380.721.031.3632987.997.01D50.350.811.091.39291048.026.98D40.370.831.181.3023.5938.007.07D30.370.791.10

13、1.49351128.006.88D20.300.690.921.2729978.077.10D10.280.530.741.0727798.097.3施工小组Construction group： 施工员Construction crew：监理工程师（建设单位项目负责人）Supervising Engineer：强强 夯夯 施施 工工 记记 录录Dynamic Compaction Record 工程名称Project博世汽车部件(南京)有限公司扩产项目停车场区域地基处理施工单位Contractor陕西建工集团机械施工有限公司SMCC施工区域Constructionarea试夯区Trialr

14、amming area机号MachineNo.1#机锤重Heavyhammer(t)14.50夯锤尺寸Rammersize(m)0.60落距Fallingdistances(m)11.16水准高程Level elevation(m)8.97后视Backsight(m)0.00日期Date2011.08.20(第一遍)夯号The firsttime(Rammer)每 击 夯 沉 量 Settlement of the each compaction (m)最后二击平均下沉量Averagesettlement of thelast twocompaction(cm)总沉量Totalsettleme

15、nt(cm)夯前高程Elevationbeforecompaction(m)夯后高程Elevationaftercompaction(m)012345678910111213B70.380.831.051.41291037.996.96B60.350.600.821.0623718.027.31B50.300.580.710.9418648.077.43B40.270.550.771.0324768.107.34B30.240.570.811.0122778.137.36B20.200.610.961.31351118.177.06B10.290.660.941.30321018.087.07

16、施工小组Construction group： 施工员Construction crew：监理工程师（建设单位项目负责人）Supervising Engineer：强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号1#机锤重（t）16.86夯锤尺寸（m）0.50落距（m）10.68水准高程（m）8.31后视（m）0.39日期2010.05.11(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213J720.430.841.131.371.50

17、1.61121187.776.59K720.390.871.151.361.471.58101247.816.57L720.370.801.091.301.411.50101137.836.70M720.300.741.101.311.421.509.51207.906.70N720.330.801.141.371.481.59111267.876.61P720.290.711.071.321.431.54111257.916.66Q720.250.731.101.381.501.6111.51367.956.59R720.290.801.171.411.531.61101327.916.59

18、S720.370.781.201.401.511.6110.51247.836.59U720.320.741.131.381.501.5910.51277.886.61T720.470.841.251.491.601.69101227.736.51G720.530.941.291.511.621.709.51177.676.50F720.500.931.271.481.601.68101187.706.52H720.590.980.341.531.651.7191127.616.49E720.470.891.231.471.601.69111227.736.51E740.690.941.301

19、.531.641.73101047.516.47F740.630.981.241.431.541.63101007.576.57G740.590.961.251.421.531.62101037.616.58 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号1#机锤重（t）16.86夯锤尺寸（m）0.50落距（m）10.68水准高程（m）8.31后视（m）0.39日期2010.05.11(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）01

20、2345678910111213H740.570.931.241.431.551.63101067.636.57J740.510.901.231.421.521.619.51107.696.59 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号1#机锤重（t）16.86夯锤尺寸（m）0.50落距（m）10.68水准高程（m）8.31后视（m）0.46日期2010.05.12(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678

21、910111213K740.590.931.241.411.521.61101027.686.66L740.671.051.401.601.711.80101137.606.47M740.631.001.341.571.681.7810.51157.646.49N740.570.961.231.421.521.619.51047.706.66P740.520.931.251.441.561.64101127.756.63Q740.470.911.221.401.491.599.51127.806.68U740.530.881.301.511.621.7210.51197.746.55T740.

22、571.021.371.601.721.80101237.706.47S740.510.941.231.451.561.65101147.766.62R740.420.841.191.381.491.579.51157.856.70U780.570.971.251.441.531.639.51067.706.64U760.590.971.251.471.501.6171027.686.66S780.420.801.091.271.401.5011.51087.856.77S760.480.791.081.291.421.55131077.796.72T760.560.901.211.431.5

23、41.6410.51087.716.63T780.530.911.271.461.581.6911.51167.746.58Q780.590.951.241.471.571.67101087.686.60Q760.630.981.271.481.601.6910.51067.646.58 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号1#机锤重（t）16.86夯锤尺寸（m）0.50落距（m）10.68水准高程（m）8.31后视（m）0.46日期2010.05.12(第二遍)夯号每 击 夯 沉 量

24、 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213R760.630.991.341.531.651.7410.51117.646.53R780.580.941.181.401.491.60101027.696.67N780.671.001.281.451.571.6510987.606.62N760.691.071.351.541.651.739.51047.586.54P780.711.071.391.561.671.78111077.566.49P760.620.981.271.501.651.78141167.656.49L7

25、60.791.141.351.521.621.719.5927.486.56L780.701.031.251.411.521.609.5907.576.67M780.630.971.231.401.501.6010977.646.67M760.670.961.201.371.481.569.5897.606.71E780.831.151.421.561.661.759.5927.446.52F780.861.211.491.681.811.9312.51077.416.34J760.681.001.271.421.511.609927.596.67J780.590.921.141.301.39

26、1.489897.686.79K760.530.901.181.341.451.54101017.746.73K780.580.891.131.301.411.5010927.696.77H760.630.971.201.361.471.5811957.646.69E760.871.081.371.601.731.8412977.406.43 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号1#机锤重（t）16.86夯锤尺寸（m）0.50落距（m）10.68水准高程（m）8.31后视（m）0.46

27、日期2010.05.12(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213F760.731.071.291.481.601.7111.5987.546.56G760.681.031.321.501.621.7110.51037.596.56G780.711.021.301.471.601.6911987.566.58H780.741.051.371.541.651.739.5997.536.54U800.470.801.141.351.471.6012.51137.806.67T800.430.811

28、.181.411.531.6411.51217.846.63U840.320.711.021.301.431.56131247.956.71T840.380.811.091.341.501.6314.51257.896.64S840.430.901.191.431.571.6812.51257.846.59R840.490.881.201.391.521.63121147.786.64Q840.570.931.211.431.541.65111087.706.62Q800.490.911.241.411.531.63111147.786.64R800.540.870.151.341.451.5

29、4101007.736.73S800.450.841.201.391.521.6412.51197.826.63T820.400.771.051.311.461.59141197.876.68U820.340.751.071.341.501.62141287.936.65R820.430.801.091.301.411.5110.51087.846.76S820.370.781.111.321.441.54111177.906.73 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号1#机锤重（t）

30、16.86夯锤尺寸（m）0.50落距（m）10.68水准高程（m）8.31后视（m）0.47日期2010.05.12(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213P800.430.801.131.341.451.5711.51147.856.71N800.390.781.101.321.441.58131197.896.70M800.500.891.131.301.411.50101007.786.78Q820.340.700.931.141.231.34101007.946.94P840.390

31、.750.961.131.251.3611.5977.896.92N840.470.841.171.401.531.62111157.816.66M840.580.971.251.461.591.70121127.706.58L840.490.871.241.451.571.7012.51217.796.58K840.530.921.231.461.601.7313.51207.756.55J840.590.871.101.321.431.5210937.696.76N820.480.841.051.231.341.429.5947.806.86P820.410.781.041.201.291

32、.389977.876.90L800.430.750.971.151.241.349.5917.856.94K800.480.811.081.251.381.4711997.806.81J800.510.871.121.301.421.5512.51047.776.73H800.550.901.191.371.501.6212.51077.736.66G800.620.971.231.451.571.65101037.666.63E800.731.051.371.561.681.7911.51067.556.49 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港

33、铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号1#机锤重（t）16.86夯锤尺寸（m）0.50落距（m）10.68水准高程（m）8.31后视（m）0.47日期2010.05.12(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213F800.690.891.171.381.501.6011917.596.68L820.500.841.131.341.431.54101047.786.74M820.530.891.201.371.481.6011.51077.756.68J820.600

34、.971.251.461.571.68111087.686.60K820.570.921.231.451.581.69121127.716.59E820.781.151.431.601.731.82111047.506.46F820.711.081.371.591.721.8211.51117.576.46G820.671.041.321.501.591.70101037.616.58H820.590.971.231.421.541.6511.51067.696.63H840.630.981.251.491.621.71111087.656.57E840.761.141.431.621.741

35、.8511.51097.526.43F840.701.081.371.551.671.8012.51107.586.48G840.590.971.251.491.621.7412.51157.696.54E880.751.091.411.611.731.8411.51097.536.44F880.681.031.341.531.651.7410.51067.606.54G880.651.001.291.481.601.7111.51067.636.57 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区

36、机号1#机锤重（t）16.86夯锤尺寸（m）0.50落距（m）10.68水准高程（m）8.31后视（m）0.51日期2010.05.15(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213H880.651.031.341.601.741.8713.51227.676.45J880.590.981.301.521.641.76121177.736.56K880.550.941.271.501.631.7713.51227.776.55L880.530.871.221.411.531.6411.51117.

37、796.68M880.470.861.271.481.611.72121257.856.60N880.480.851.231.441.561.6510.51177.846.67P880.520.891.241.471.601.7212.51207.806.60U880.270.701.031.251.401.53141268.056.79T880.300.731.021.231.371.5013.51208.026.82S880.360.751.071.301.441.56131207.966.76R880.400.831.171.421.551.66121267.926.66Q880.430

38、.841.151.401.531.64121217.896.68T860.280.691.031.241.391.52141248.046.80U860.220.670.981.221.341.4511.51238.106.87R860.310.721.071.311.451.57131268.016.75S860.360.771.101.341.481.6113.51257.966.71P860.340.741.091.311.451.57131237.986.75Q860.390.801.101.341.481.5912.51207.936.73 施工小组： 施工员： 记录员： 强强 夯夯

39、 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号1#机锤重（t）16.86夯锤尺寸（m）0.50落距（m）10.68水准高程（m）8.31后视（m）0.51日期2010.05.15(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213M860.470.851.091.301.421.5311.51067.856.79N860.550.941.231.421.551.64111097.776.68K860.600.971.201.401.491.641

40、21047.726.68L860.630.951.191.371.481.6011.5977.696.72J860.650.981.241.431.561.6812.51037.676.64H860.691.071.351.541.671.7912.51107.636.53G860.731.091.401.591.701.81111087.596.51F860.701.051.371.581.691.82121127.626.50E860.781.181.501.721.861.9913.51217.546.33 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港

41、铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号6#机锤重（t）13.20夯锤尺寸（m）0.70落距（m）13.63水准高程（m）8.35后视（m）0.46日期2010.06.02(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213V450.280.630.931.181.361.4513.51177.836.66V430.300.650.941.171.341.43131137.816.68U450.350.721.051.271.421.5212.51177.766.59U430.

42、320.670.981.201.381.46131147.796.65T450.290.650.991.241.401.48121197.826.63T430.250.600.941.191.351.45131207.866.66S450.270.630.981.221.391.48131217.846.63S430.240.600.951.201.361.4512.51217.876.66R450.280.640.971.231.401.49131217.836.62R430.230.590.901.151.321.39121167.886.72Q450.260.620.951.221.39

43、1.4913.51237.856.62Q430.240.610.961.191.341.41111177.876.70P450.300.650.981.211.351.45121157.816.66P430.270.640.951.181.331.4312.51167.846.68N450.250.600.921.151.311.4012.51157.866.71N430.290.650.981.231.381.4611.51177.826.65M450.280.630.961.201.351.44121167.836.67M430.350.711.041.281.411.50111157.7

44、66.61 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号6#机锤重（t）13.20夯锤尺寸（m）0.70落距（m）13.63水准高程（m）8.35后视（m）0.45日期2010.06.03(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213L450.260.640.931.161.321.42131167.846.68L430.290.650.921.171.341.45141167.816.65K45

45、0.240.590.881.131.301.3812.51147.866.72K430.270.630.941.181.351.4513.51187.836.65J450.320.690.971.211.381.47131157.786.63J430.280.640.951.201.361.44121167.826.66H450.250.600.901.121.271.3511.51107.856.75H430.220.550.821.051.221.3012.51087.886.80G450.270.590.851.081.241.34131077.836.76G430.240.540.80

46、1.031.181.25111017.866.85F430.280.590.831.041.181.2611987.826.84E430.250.550.791.001.151.2311.5987.856.87V410.290.610.831.051.191.2811.5997.816.82V390.240.540.750.981.131.2011967.866.90U410.270.580.801.021.161.2511.5987.836.85U390.220.520.730.931.081.1611.5947.886.94T410.260.570.811.001.151.2412987.

47、846.86T390.300.600.851.031.201.3013.51007.806.80 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号6#机锤重（t）13.20夯锤尺寸（m）0.70落距（m）13.63水准高程（m）8.35后视（m）0.45日期2010.06.03(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213S410.280.580.831.051.211.3012.51027.826.

48、80S390.250.560.801.021.171.2511.51007.856.85R410.290.600.851.061.201.2811997.816.82R390.240.560.821.031.191.29131057.866.81Q410.270.570.811.021.181.2612997.836.84Q390.250.570.791.001.161.2512.51007.856.85P410.280.590.841.051.201.29121017.826.81P390.280.570.811.031.191.3013.51027.826.80N410.240.550.7

49、81.001.171.26131027.866.84N390.270.590.831.051.201.3012.51037.836.80M410.350.700.961.261.331.48111137.756.62M390.560.861.101.321.481.509947.546.60L410.440.830.901.001.101.178.5737.666.93L390.360.680.881.061.211.3213967.746.78K410.440.801.001.201.351.4512.51017.666.65K390.390.781.011.171.361.45141067

50、.716.65J410.350.650.841.051.251.3816.51037.756.72J390.400.740.951.151.261.3510957.706.75 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号6#机锤重（t）13.20夯锤尺寸（m）0.70落距（m）13.63水准高程（m）8.35后视（m）0.45日期2010.06.03(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213

51、H410.380.731.011.211.361.4411.51067.726.66H390.400.751.051.241.381.46111067.706.64G410.350.681.001.191.331.43121087.756.67G390.430.781.021.201.341.4211997.676.68F410.330.660.901.051.181.2811.5957.776.82F390.300.640.941.101.241.32111027.806.78E410.360.690.961.111.241.3311977.746.77E390.450.770.981.15

52、1.301.3912947.656.71S370.400.741.001.201.341.4110.51017.706.69S350.320.660.941.121.271.3511.51037.786.75R370.420.761.031.221.361.4310.51017.686.67R350.370.700.961.151.301.37111007.736.73Q370.330.680.921.131.281.35111027.776.75Q350.390.720.941.151.301.3811.5997.716.72P370.350.670.891.141.291.38121037

53、.756.72P350.420.771.001.241.381.4711.51057.686.63N370.370.710.921.141.281.3711.51007.736.73N350.390.740.971.191.341.4211.51037.716.68 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号6#机锤重（t）13.20夯锤尺寸（m）0.70落距（m）13.63水准高程（m）8.35后视（m）0.46日期2010.06.03(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下

54、沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213M370.380.700.951.191.341.4211.51047.736.69M350.430.781.021.241.391.48121057.686.63L370.370.690.921.141.281.3611997.746.75L350.400.751.001.221.371.4712.51077.716.64K370.360.680.941.181.331.42121067.756.69K350.390.751.031.281.431.5312.51147.726.58J370.440.7

55、81.021.221.381.46121027.676.65J350.380.710.961.191.351.4412.51067.736.67H370.420.761.001.231.371.45111037.696.66H350.370.720.971.201.361.44121077.746.67G370.350.700.961.191.341.43121087.766.68G350.390.741.011.231.371.45111067.726.66F370.430.761.041.291.431.5211.51097.686.59F350.380.721.001.251.401.5

56、012.51127.736.61E370.440.790.961.111.251.3411.5907.676.77E350.350.680.941.121.271.3511.51007.766.76Q330.320.650.931.101.251.3311.51017.796.78P330.390.740.961.131.271.3410.5957.726.77 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号6#机锤重（t）13.20夯锤尺寸（m）0.70落距（m）13.63水准高程（m）8.3

57、5后视（m）0.46日期2010.06.03(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213N330.360.731.011.191.311.39101037.756.72M330.340.711.031.341.471.56111227.776.55L330.310.660.961.161.301.3911.51087.806.72K310.420.791.081.251.391.47111057.696.64K330.390.771.051.231.371.4611.51077.726.65J3

58、10.330.680.951.151.301.3811.51057.786.73J330.370.700.981.171.321.41121047.746.70H310.300.670.971.141.271.36111067.816.75H330.270.630.931.121.261.3511.51087.846.76G310.350.731.021.221.371.44111097.766.67G330.390.751.001.201.341.4110.51027.726.70F310.330.670.961.131.261.33101007.786.78F330.360.690.971

59、.171.301.39111037.756.72E310.300.640.921.101.251.34121047.816.77E330.340.700.971.131.261.3310997.776.78K290.310.680.951.121.251.34111037.806.77J290.400.761.051.251.391.4610.51067.716.65H290.370.710.971.161.311.38111017.746.73 施工小组： 施工员： 记录员： 强强 夯夯 施施 工工 记记 录录工程名称南京港铜井港区四期地基处理工程施工单位陕西省机械施工公司施工区域一区机号6

60、#机锤重（t）13.20夯锤尺寸（m）0.70落距（m）13.63水准高程（m）8.35后视（m）0.46日期2010.06.03(第二遍)夯号每 击 夯 沉 量 （m）最后二击平均下沉量（cm）总沉量（cm）夯前高程（m）夯后高程（m）012345678910111213G290.350.721.021.221.371.44111097.766.67G270.310.660.931.121.251.3511.51047.806.76F290.370.731.031.241.401.4711.51107.746.64F270.300.650.921.111.271.35121057.816.7