素土成樁干密度試驗(yàn)自檢記錄表VIP

1、素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)化項(xiàng)目（一期）廠房1 工程取樣日期取樣樁位號(hào)取樣深度M濕容重g/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注2013-12-71排35#樁3.01.9713.91.970.98 2013-12-73排15#樁2.51.9312.91.710.972013-12-749排21#樁1.51.9413.51.710.972013-12-751排11#樁2.31.9514.01.710.972013-12-753排13#樁3.51.9614.61.710.972013-12-773排49#樁0.91.9715.21.710.97

2、2013-12-763排23#樁2.61.9815.81.710.972013-12-797排9#樁1.61.9916.41.710.972013-12-7101排87#樁1.02.0017.01.710.972013-12-7123排93#樁2.31.9513.41.720.982013-12-825排54#樁1.21.9614.01.720.982013-12-851排26#樁4.21.9714.51.720.982013-12-853排16#樁1.01.9815.11.720.982013-12-873排58#樁1.61.9915.71.720.982013-12-877排62#樁3.5

3、2.0016.31.720.982013-12-897排82#樁1.72.0116.71.720.982013-12-8101排96#樁0.61.9613.31.730.982013-12-8113排90#樁1.81.9713.91.730.982013-12-97排53#樁1.61.9814.51.730.982013-12-911排69#樁1.81.9915.01.730.982013-12-925排16#樁1.22.0015.61.730.98施工單位技術(shù)負(fù)責(zé)人：專業(yè)監(jiān)理員： 素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)化項(xiàng)目（一期）廠房1 工程取樣日期取樣

4、樁位號(hào)取樣深度M濕容重g/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注2013-12-929排34#樁4.01.9713.91.970.982013-12-961排12#樁3.82.0116.21.730.982013-12-965排18#樁0.82.0216.81.730.982013-12-950排63#樁1.71.9813.11.750.992013-12-954排91#樁1.51.9913.71.750.992013-12-978排15#樁2.62.0014.31.750.992013-12-9137排55#樁2.12.0114.91.750.992013-12-1039排99#樁1.

5、92.0215.41.750.992013-12-1026排55#樁1.32.0316.01.750.992013-12-1030排25#樁1.52.0416.61.750.992013-12-1050排26#樁1.92.0517.11.750.992013-12-1054排38#樁2.41.9913.11.760.992013-12-1074排92#樁2.82.0013.61.760.992013-12-1078排52#樁1.62.0114.21.760.992013-12-1098排12#樁1.42.0214.81.760.992013-12-10102排30#樁2.52.0315.31.

6、760.992013-12-10109排26#樁1.32.0415.91.760.992013-12-10111排10#樁2.42.0516.51.760.992013-12-10113排72#樁1.82.0617.01.760.992013-12-1030排53#樁4.31.94 13.21.710.972013-12-107排61#樁1.71.9413.61.710.97施工單位技術(shù)負(fù)責(zé)人：專業(yè)監(jiān)理員： 素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)化項(xiàng)目（一期）廠房1 工程取樣日期取樣樁位號(hào)取樣深度M濕容重g/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注201

7、3-12-10126排05#樁3.5m1.9713.91.970.982013-12-101排131#樁4.21.9413.91.710.972013-12-1025排149#樁1.91.9514.11.710.972013-12-1130排2#樁2.41.9614.71.710.972013-12-1141排18#樁3.61.9614.81.710.972013-12-1190排66#樁3.01.9715.31.710.972013-12-1198排32#樁1.81.9815.81.710.972013-12-11100排50#樁2.51.9815.91.710.972013-12-1143

8、排108#樁1.91.9816.11.710.972013-12-1268排89#樁2.51.9513.41.720.982013-12-1256排55#樁3.61.9413.11.720.982013-12-128排21#樁2.11.9613.71.720.982013-12-1231排59#樁2.41.9714.31.720.982013-12-1235排61#樁2.11.9814.91.720.982013-12-1247排23#樁3.61.9815.41.720.982013-12-12114排27#樁2.81.9916.61.720.982013-12-12124排36#樁 3.42

9、.0117.01.720.982013-12-1243排37#樁2.41.9513.61.720.982013-12-1260排77#樁1.61.9714.71.720.982013-12-1272排49#樁2.81.9815.01.720.982013-12-1242排109#樁1.31.9815.21.720.98施工單位技術(shù)負(fù)責(zé)人：專業(yè)監(jiān)理員： 素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)化項(xiàng)目（一期）廠房1 工程取樣日期取樣樁位號(hào)取樣深度M濕容重g/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注2013-12-1279排106#樁4.11.9915.81.7

10、20.982013-12-1283排141#樁2.62.0016.31.720.982013-12-1310排26#樁3.41.9512.91.730.982013-12-1321排55#樁3.61.9613.51.730.982013-12-1386排58#樁2.41.9714.01.730.982013-12-1368排64#樁1.31.9814.61.730.982013-12-1372排78#樁1.51.9915.21.730.982013-12-1360排16#樁2.12.015.71.730.982013-12-1319排79#樁2.82.0116.31.730.982013-12

11、-1390排08#樁1.92.0216.91.730.982013-12-1356排28#樁2.02.0217.01.730.982013-12-13134排73#樁1.01.9713.91.730.982013-12-13108排25#樁0.91.9814.71.730.982013-12-1324排108#樁1.62.0015.61.730.982013-12-1360排135#樁1.52.0116.41.730.982013-12-136排123#樁1.22.0116.71.730.982013-12-1429排137#樁0.91.9713.11.740.992013-12-1449排1

12、45#樁2.31.9813.81.740.992013-12-1464排146#樁2.81.9914.41.740.992013-12-1482排45#樁2.22.0014.91.740.992013-12-1494排57#樁2.82.0015.51.740.99施工單位技術(shù)負(fù)責(zé)人：專業(yè)監(jiān)理員： 素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)化項(xiàng)目（一期）廠房1 工程取樣日期取樣樁位號(hào)取樣深度M濕容重g/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注2013-12-1431排28#樁2.61.9413.5 1.710.97 2013-12-14116排57#樁2.32

13、.0116.2 1.730.98 2013-12-14120排29#樁1.51.9614.0 1.720.98 2013-12-1435排18#樁1.11.9815.8 1.710.97 2013-12-14132排19#樁2.92.0014.3 1.750.99 2013-12-1567排25#樁4.21.9413.5 1.710.97 2013-12-1571排13#樁1.92.0115.5 1.740.99 2013-12-1557排57#樁2.41.9915.7 1.720.98 2013-12-152排19#樁3.61.9814.5 1.730.98 2013-12-15104排18

14、#樁3.01.9713.2 1.740.99 2013-12-1547排115#樁1.82.0013.6 1.761.00 2013-12-1569排135#樁2.51.9813.1 1.750.99 2013-12-15140排48#樁1.91.9714.5 1.720.98 2013-12-1519排62#樁2.52.0115.5 1.740.99 2013-12-15144排45#樁3.61.9916.4 1.710.97 2013-12-1559排23#樁2.12.0116.9 1.720.98 2013-12-1551排109#樁2.42.0014.9 1.740.99 2013-1

15、2-1667排25#樁2.12.0114.2 1.761.00 2013-12-1671排95#樁3.61.9916.4 1.710.97 2013-12-1657排57#樁2.81.9613.3 1.730.98 2013-12-1621排42#樁 3.41.9815.1 1.720.98 施工單位技術(shù)負(fù)責(zé)人：專業(yè)監(jiān)理員： 素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)化項(xiàng)目（一期）廠房1 工程取樣日期取樣樁位號(hào)取樣深度M濕容重g/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注2013-12-162排19#樁2.61.9914.4 1.740.99 2013-12-

16、166排29#樁2.31.9815.8 1.710.97 2013-12-16140排63#樁1.52.0114.9 1.750.99 2013-12-16144排65#樁1.11.9915.7 1.720.98 2013-12-16106排24#樁2.91.9713.9 1.730.98 2013-12-16108排20#樁3.31.9813.8 1.740.99 2013-12-1631排106#樁4.22.0114.2 1.761.00 2013-12-1649排150#樁1.91.9913.7 1.750.99 2013-12-166排146#樁2.41.9815.8 1.710.97

17、 2013-12-1734排29#樁3.61.9713.9 1.730.98 2013-12-1736排39#樁3.02.0016.3 1.720.98 2013-12-1748排45#樁1.81.9913.7 1.750.99 2013-12-1780排80#樁2.51.9413.5 1.710.97 2013-12-1784排54#樁1.91.9813.1 1.750.99 2013-12-1794排42#樁2.52.0016.3 1.720.98 2013-12-17116排52#樁3.62.0115.5 1.740.99 2013-12-17120排62#樁2.12.0015.6 1.

18、730.98 2013-12-17132排24#樁2.42.0115.5 1.740.99 2013-12-17128排86#樁2.11.9916.4 1.710.97 2013-12-1767排115#樁3.61.9913.7 1.750.99 2013-12-1783排137#樁2.81.9815.8 1.710.97 施工單位技術(shù)負(fù)責(zé)人：專業(yè)監(jiān)理員： 素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)化項(xiàng)目（一期）廠房1 工程取樣日期取樣樁位號(hào)取樣深度M濕容重g/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注2013-12-1820排35#樁2.62.0114.2

19、1.761.00 2013-12-1824排49#樁2.31.9813.8 1.740.99 2013-12-181排88#樁1.52.0116.2 1.730.98 2013-12-185排98#樁1.11.9916.4 1.710.97 2013-12-1881排54#樁2.91.9813.1 1.750.99 2013-12-1885排59#樁1.51.9815.8 1.710.97 2013-12-1889排51#樁1.12.0114.2 1.761.00 2013-12-1849排150#樁2.91.9914.4 1.740.99 2013-12-18142排58#樁3.31.981

20、4.5 1.730.98 2013-12-18119排26#樁4.22.0014.3 1.750.99 2013-12-18107排20#樁1.92.0116.9 1.720.98 2013-12-1832排126#樁2.41.9914.4 1.740.99 2013-12-1850排146#樁3.62.0415.9 1.761.00 2013-12-1938排59#樁3.01.9813.1 1.750.99 2013-12-1942排68#樁1.82.0014.9 1.740.99 2013-12-1922排62#樁2.52.0116.2 1.730.98 2013-12-1955排48#樁

21、1.92.0016.3 1.720.98 2013-12-1959排52#樁2.52.0114.9 1.750.99 2013-12-1969排28#樁3.61.9914.4 1.740.99 2013-12-1991排48#樁2.11.9915.0 1.730.98 2013-12-1993排78#樁2.41.9815.8 1.710.97 施工單位技術(shù)負(fù)責(zé)人：專業(yè)監(jiān)理員： 素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)化項(xiàng)目（一期）廠房1 工程取樣日期取樣樁位號(hào)取樣深度M濕容重g/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注2013-12-1959排96#樁2.

22、62.0116.9 1.720.98 2013-12-1995排52#樁2.31.9813.8 1.740.99 2013-12-197排124#樁1.52.0114.2 1.761.00 2013-12-1911排150#樁1.11.9915.0 1.730.98 2013-12-1937排149#樁2.91.9815.1 1.720.98 2013-12-19119排20#樁1.51.9813.1 1.750.99 2013-12-20145排77#樁1.12.0115.5 1.740.99 2013-12-20127排65#樁2.91.9915.7 1.720.98 2013-12-20

23、139排83#樁3.31.9813.8 1.740.99 2013-12-20143排21#樁4.22.0015.6 1.730.98 2013-12-2038排42#樁1.92.0117.5 1.710.97 2013-12-2013排56#樁2.41.9915.7 1.720.98 2013-12-2017排84#樁3.62.0416.6 1.750.99 2013-12-2187排88#樁1.21.9813.8 1.740.99 2013-12-21110排56#樁3.22.0013.6 1.761.00 2013-12-21145排48#樁1.62.0116.2 1.730.98 20

24、13-12-21146排96#樁3.52.0014.9 1.740.99 2013-12-2134排50#樁1.42.0116.9 1.720.98 2013-12-2114排33#樁1.81.9916.4 1.710.97 2013-12-2118排95#樁2.41.9913.1 1.761.00 2013-12-21146排49#樁1.31.9814.5 1.730.98 施工單位技術(shù)負(fù)責(zé)人：專業(yè)監(jiān)理員： 素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)化項(xiàng)目（一期）廠房1 工程取樣日期取樣樁位號(hào)取樣深度M濕容重g/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注20

25、13-12-2171排137#樁2.6216.3 1.720.98 2013-12-2177排105#樁2.31.9514.0 1.710.97 2013-12-2155排134#樁1.51.9813.1 1.750.99 2013-12-2246排84#樁1.12.0116.2 1.730.98 2013-12-2214排64#樁2.91.9713.2 1.740.99 2013-12-2243排18#樁1.5213.6 1.761.00 2013-12-2291排109#樁1.11.9815.1 1.720.98 2013-12-22103排129#樁2.91.9413.5 1.710.9

26、7 2013-12-22117排137#樁3.31.9914.4 1.740.99 2013-12-22119排136#樁4.21.9714.5 1.720.98 2013-12-22141排98#樁1.92.0116.2 1.730.98 2013-12-2254排127#樁2.41.9913.1 1.761.00 2013-12-2233排114#樁3.62.0316.7 1.740.99 2013-12-2284排122#樁2.32.0517.1 1.750.99 2013-12-2383排148#樁2.52.0116.2 1.730.98 2013-12-23105排126#樁1.21

27、.9813.8 1.740.99 2013-12-23118排115#樁1.81.9815.1 1.720.98 2013-12-2396排145#樁4.12.0114.9 1.750.99 2013-12-23104排143#樁1.32.0315.3 1.761.00 2013-12-23132排137#樁1.51.9713.2 1.740.99 2013-12-23136排127#樁1.41.9913.7 1.750.99 施工單位技術(shù)負(fù)責(zé)人：專業(yè)監(jiān)理員：素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)化項(xiàng)目（一期）廠房1 工程取樣日期取樣樁位號(hào)取樣深度M濕容重g

28、/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注2013-12-23144排136#樁2.62.0416.6 1.750.99 2013-12-23148排146#樁2.31.9815.1 1.720.98 2013-12-2416排128#樁1.52.0115.5 1.740.99 2013-12-2413排111#樁1.11.9915.0 1.730.98 2013-12-2419排105#樁2.91.9915.7 1.720.98 2013-12-2415排126#樁1.5214.9 1.740.99 2013-12-2492排142#樁1.12.0116.2 1.730.98 2013-

29、12-24104排150#樁2.91.9714.5 1.720.98 2013-12-24109排149#樁3.31.9914.4 1.740.99 2013-12-2497排109#樁4.21.9514.0 1.710.97 2013-12-24101排139#樁1.91.9913.1 1.761.00 2013-12-24143排143#樁2.41.9815.1 1.720.98 2013-12-2478排108#樁3.62.0115.5 1.740.99 2013-12-2587排141#樁2.1217.0 1.710.97 2013-12-25109排144#樁2.51.9713.9

30、1.730.98 2013-12-2597排136#樁4.11.9513.4 1.720.98 2013-12-25101排120#樁2.41.9913.1 1.761.00 2013-12-25102排123#樁1.32.0316.0 1.750.99 2013-12-2687排109#樁1.51.9915.7 1.720.98 2013-12-2699排128#樁2.71.9413.5 1.710.97 2013-12-26102排151#樁3.12.0115.5 1.740.99 施工單位技術(shù)負(fù)責(zé)人：專業(yè)監(jiān)理員： 素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)

31、化項(xiàng)目（一期）廠房1 工程取樣日期取樣樁位號(hào)取樣深度M濕容重g/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注2013-12-2687排136#樁1.21.9815.8 1.710.97 2013-12-26112排129#樁1.52.0114.2 1.761.00 2013-12-26102排108#樁1.71.9915.7 1.720.98 2013-12-26112排128#樁2.11.9514.0 1.710.97 2013-12-2790排148#樁2.62.0116.9 1.720.98 2013-12-27131排124#樁2.12.0316.7 1.740.99 2013-12-

32、27124排138#樁2.61.9913.7 1.750.99 2013-12-28123排149#樁1.31.9715.2 1.710.97 2013-12-28133排138#樁1.81.9916.4 1.710.97 2013-12-28123排110#樁1.41.9512.7 1.730.98 2013-12-28140排105#樁0.91.9916.4 1.710.97 2013-12-29128排151#樁1.21.9813.8 1.740.99 2013-12-29140排126#樁1.62.0114.9 1.750.99 2013-12-29139排141#樁2.1216.3

33、1.720.98 2013-12-30126排134#樁1.61.9711.9 1.761.00 2013-12-30129排125#樁1.81.9512.1 1.740.99 2013-12-30141排130#樁2.41.9915.7 1.720.98 2014-01-035排139#樁4.12.0318.0 1.720.98 2014-01-0353排167#樁2.51.9915.0 1.730.98 2014-01-0371排221#樁3.71.9413.5 1.710.97 2014-01-03130排130#樁2.92.0114.9 1.750.99 施工單位技術(shù)負(fù)責(zé)人：專業(yè)監(jiān)理員

34、： 素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)化項(xiàng)目（一期）廠房1 工程取樣日期取樣樁位號(hào)取樣深度M濕容重g/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注2014-01-0423排201#樁1.22.62.0116.9 1.720.98 2014-01-0439排221#樁1.52.31.9813.8 1.740.99 2014-01-04118排167#樁1.71.52.0114.2 1.761.00 2014-01-0449排148#樁2.11.11.9915.0 1.730.98 2014-01-05104排168#樁2.62.91.9815.1 1.72

35、0.98 2014-01-05128排211#樁2.11.51.9813.1 1.750.99 2014-01-05140排155#樁2.61.12.0115.5 1.740.99 2014-01-0571排182#樁1.32.91.9915.7 1.720.98 2014-01-0587排206#樁1.83.31.9813.8 1.740.99 2014-01-06115排179#樁1.44.22.0015.6 1.730.98 2014-01-06106排159#樁0.91.92.0117.5 1.710.97 2014-01-06129排179#樁1.22.41.9915.7 1.720

36、.98 2014-01-0639排156#樁1.63.62.0416.6 1.750.99 2014-01-0650排210#樁2.11.21.9813.8 1.740.99 2014-01-0654排220#樁1.63.22.0013.6 1.761.00 2014-01-0688排156#樁1.81.62.0116.2 1.730.98 2014-01-0754排159#樁2.43.52.0014.9 1.740.99 2014-01-0770排189#樁4.11.42.0116.9 1.720.98 2014-01-0788排179#樁2.51.81.9916.4 1.710.97 20

37、14-01-07141排221#樁3.72.41.9913.1 1.761.00 2014-01-0720排155#樁2.91.31.9814.5 1.730.98 施工單位技術(shù)負(fù)責(zé)人：專業(yè)監(jiān)理員： 素土成樁干密度試驗(yàn)自檢記錄表工程名稱：高導(dǎo)熱與高密度印制線路板用覆銅板產(chǎn)業(yè)化項(xiàng)目（一期）廠房1 工程取樣日期取樣樁位號(hào)取樣深度M濕容重g/cm3含水量%干容重量g/cm3壓實(shí)系數(shù)備注2014-01-084排197#樁1.21.9413.5 1.710.97 2014-01-0827排225#樁1.52.0116.2 1.730.98 2014-01-0842排205#樁1.71.9614.0 1.

38、720.98 2014-01-0859排215#樁2.11.9815.8 1.710.97 2014-01-08120排222#樁2.62.0014.3 1.750.99 2014-01-09120排215#樁2.11.9413.5 1.710.97 2014-01-099排157#樁2.62.0115.5 1.740.99 2014-01-0947排207#樁1.31.9915.7 1.720.98 2014-01-09105排148#樁1.81.9814.5 1.730.98 2014-01-09136排196#樁1.41.9713.2 1.740.99 2014-01-0929排200#樁0.92.0013.6 1.761.00 2014-01-1043排186#樁1.21.981