XX工程基層底基層灌砂法壓實(shí)度檢測(cè)記錄（可編輯）

1、XX工程基層底基層灌砂法壓實(shí)度檢測(cè)記錄 灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào): 第 1 頁 共 1 頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K143+670K144+000(左)層 次基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.189最佳含水量%5.7要求壓實(shí)度%97序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K143+680K143+780K143+880K143+9801灌砂前筒+砂重g85008500850085002灌砂后筒+砂重g44354311438643423灌入試坑砂重g 1-2-m233293453337834224試坑體積c

2、m3 3/Ps24482539248425165濕試樣重g57005968576759346濕密度g/cm3 5/42.332.352.322.367盒號(hào)8#9#10#1#8盒重g41.341.240.742.89盒十濕土重g695.6717.5710.9703.010盒+干土重g653.2670.3665.5656.611干土重g 10-8611.9629.1624.8613.812水 重g 9-1042.447.245.446.413含水量 12/11?1006.97.57.37.614平均含水量%6.97.57.37.615干密度g/cm3 6/1+0.01w2.182.192.162.

3、1916最大干密度g/cm32.1892.1892.1892.18917壓實(shí)度 15/16?100%99.6100.098.7100.018壓實(shí)層厚度cm自檢意見n 4k99.6S0.613ta/n 1.177K k- S ?ta/n98.9K097;故該路段基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期2011.1.15灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào):第1頁 共2頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K144+000K144+700(左)層 次基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g

4、/cm32.189最佳含水量%5.7要求壓實(shí)度%97序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K144+060K144+160K144+260K144+360K144+460K144+5601灌砂前筒+砂重g8500850085008500850085002灌砂后筒+砂重g4355428943284381441643623灌入試坑砂重g 1-2-m23409347534363383334834024試坑體積cm3 3/Ps2507255525262488246225015濕試樣重g5910590659175922578158096濕密度g/cm3 5/42.362.312.342.382.352

5、.327盒號(hào)7#3#8#10#6#5#8盒重g41.239.841.340.741.842.09盒十濕土重g682.6695.1685.7722.5677.0716.810盒+干土重g638.0649.5641.8673.9633.5672.811干土重g 10-8596.8609.7600.5633.2591.7630.812水 重g 9-1044.645.643.948.643.544.013含水量 12/11?1007.57.57.37.77.47.014平均含水量%7.57.57.37.77.47.015干密度g/cm3 6/1+0.01w2.202.152.182.212.192.1

6、716最大干密度g/cm32.1892.1892.1892.1892.1892.18917壓實(shí)度 15/16?100%100.598.299.6101.0100.099.118壓實(shí)層厚度cm自檢意見n 7k99.7S0.917ta/n 0.734K k- S ?ta/n99.0K097;故該路段基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期2011.1.9灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào): 第 2 頁 共 2 頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K44+000K144+700(左)層 次基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)

7、砂密度Psg/cm31.360最大干容重g/cm32.189最佳含水量%5.7要求壓實(shí)度%97序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K144+6601灌砂前筒+砂重g85002灌砂后筒+砂重g43883灌入試坑砂重g 1-2-m233764試坑體積cm3 3/Ps24825濕試樣重g58366濕密度g/cm3 5/42.357盒號(hào)1#8盒重g42.89盒十濕土重g709.610盒+干土重g662.611干土重g 10-8619.812水 重g 9-1047.013含水量 12/11?1007.614平均含水量%7.615干密度g/cm3 6/1+0.01w21816最大干密度g/cm32.1

8、8917壓實(shí)度 15/16?100%99.618壓實(shí)層厚度cm自檢意見n 7k99.7S0.917ta/n 0.734K k- S ?ta/n99.0K097;故該路段基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期2011.1.9灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào): 第 1 頁 共 1 頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K148+000K148+560(右)層 次基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.189最佳含水量%5.7要求壓實(shí)度%97序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(

9、樁 號(hào))K148+050K148+150K148+250K148+350K148+450K148+5501灌砂前筒+砂重g8500850085008500850085002灌砂后筒+砂重g4436432545574482434843953灌入試坑砂重g 1-2-m23328343932073282341633694試坑體積cm3 3/Ps2447252923582413251224775濕試樣重g5652591155695627580058606濕密度g/cm3 5/42.312.342.362.332.312.377盒號(hào)10#3#6#1#9#8#8盒重g40.739.841.842.841.

10、241.39盒十濕土重g682.6673.7719.0714.8687.1706.710盒+干土重g639.3629.6670.7668.0645.5659.911干土重g 10-8598.6589.8628.9625.2604.3618.612水 重g 9-1043.344.148.346.841.646.813含水量 12/11?1007.27.57.77.56.97.614平均含水量%7.27.57.77.56.97.615干密度g/cm3 6/1+0.01w2.152.182.192.172.162.2016最大干密度g/cm32.1892.1892.1892.1892.1892.18

11、917壓實(shí)度 15/16?100%98.299.6100.099.198.7100.518壓實(shí)層厚度cm自檢意見n 6k99.4S0.850ta/n 0.823K k- S ?ta/n98.7K097;故該路段基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期2011.1.8灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào):第1頁 共2頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K148+560K149+440(右)層 次基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.189最佳含水量%5.7要求壓實(shí)度%97

12、序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K148+600K148+700K148+800K148+900K149+000K149+1001灌砂前筒+砂重g8500850085008500850085002灌砂后筒+砂重g4383431144674429429043463灌入試坑砂重g 1-2-m23381345332973335347434184試坑體積cm3 3/Ps2486253924242452255425135濕試樣重g5862589556075738602259836濕密度g/cm3 5/42.362.322.312.342.362.387盒號(hào)3#9#8#5#10#6#8盒重g39.

13、841.241.342.040.741.89盒十濕土重g670.5726.1695.7717.6691.2684.710盒+干土重g626.3680.8651.0670.6645.2639.111干土重g 10-8586.5639.6609.7628.6604.5597.312水 重g 9-1044.245.344.747.046.045.613含水量 12/11?1007.57.17.37.57.67.614平均含水量%7.57.17.37.57.67.615干密度g/cm3 6/1+0.01w2.202.172.152.182.192.2116最大干密度g/cm32.1892.1892.1

14、892.1892.1892.18917壓實(shí)度 15/16?100%100.599.198.299.6100.0101.018壓實(shí)層厚度cm自檢意見n 9k99.8S1.052ta/n 0.620K k- S ?ta/n99.1K097;故該路段基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期2010.12.27灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào): 第2 頁 共 2 頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K148+560K149+440(右)層 次基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm

15、32.189最佳含水量%5.7要求壓實(shí)度%97序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K149+200K149+300K149+4001灌砂前筒+砂重g8500850085002灌砂后筒+砂重g4403435843193灌入試坑砂重g 1-2-m23361340634454試坑體積cm3 3/Ps2471250425335濕試樣重g5810597658816濕密度g/cm3 5/42.352.392.327盒號(hào)1#7#2#8盒重g42.841.242.49盒十濕土重g712.9679.0702.810盒+干土重g666.8633.1656.611干土重g 10-8624.0591.9614.2

16、12水 重g 9-1046.145.946.213含水量 12/11?1007.47.87.514平均含水量%7.47.87.515干密度g/cm3 6/1+0.01w2.192.222.1616最大干密度g/cm32.1892.1892.18917壓實(shí)度 15/16?100%100.0101.498.718壓實(shí)層厚度cm自檢意見n 9k99.8S1.052ta/n 0.620K k- S ?ta/n99.1K097;故該路段基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期2010.12.27灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào):第1頁

17、共3 頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K149+440K150+920(右)層 次基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.189最佳含水量%5.7要求壓實(shí)度%97序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K149+450K149+550K149+650K149+750K149+850K149+9501灌砂前筒+砂重g8500850085008500850085002灌砂后筒+砂重g4358438744964421453447733灌入試坑砂重g 1-2-m23406337732683343323029914試坑體積cm3 3/Ps2

18、504248324032458237521995濕試樣重g5836571055805772552951466濕密度g/cm3 5/42.332.302.322.352.332.347盒號(hào)1#3#9#8#5#6#8盒重g42.839.841.241.342.041.89盒十濕土重g721.3665.2680.5699.1687.7704.310盒+干土重g673.8623.0639.3653.6641.6658.011干土重g 10-8631.0583.2598.1612.3599.4616.212水 重g 9-1047.542.241.245.546.146.313含水量 12/11?1007

19、.57.26.97.47.77.514平均含水量%7.57.26.97.47.77.515干密度g/cm3 6/1+0.01w2.172.152.172.192.162.1816最大干密度g/cm32.1892.1892.1892.1892.1892.18917壓實(shí)度 15/16?100%99.198.299.1100.098.799.618壓實(shí)層厚度cm自檢意見n15k99.7S0.935ta/n 0.455K k- S ?ta/n99.3K097;故該路段基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期2011.1.1灌砂法壓實(shí)度檢測(cè)記

20、錄表施檢表21 編號(hào): 第 2 頁 共 3頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K149+440K150+920(右)層 次基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.189最佳含水量%5.7要求壓實(shí)度%97序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K150+050K150+150K150+250K150+350K150+450K150+5501灌砂前筒+砂重g8500850085008500850085002灌砂后筒+砂重g4476471852664862480251813灌入試坑砂重g 1-2-m232883046249829022962

21、25834試坑體積cm3 3/Ps2418224018372134217818995濕試樣重g5612523743355098516944456濕密度g/cm3 5/42.322.342.362.392.372.347盒號(hào)10#7#2#11#4#13#8盒重g40.741.242.442.542.242.29盒十濕土重g672.6689.2715.7711.8679.5707.010盒+干土重g629.6645.0668.6663.6634.3660.511干土重g 10-8588.9603.8626.2621.1592.1618.312水 重g 9-1043.044.247.148.245.

22、246.513含水量 12/11?1007.37.37.57.87.67.514平均含水量%7.37.37.57.87.67.515干密度g/cm3 6/1+0.01w2.162.182.202.222.202.1816最大干密度g/cm32.1892.1892.1892.1892.1892.18917壓實(shí)度 15/16?100%98.799.6100.5101.4100.599.618壓實(shí)層厚度cm自檢意見n 15k99.7S0.935ta/n 0.455K k- S ?ta/n99.3K097;故該路段基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)

23、目主管測(cè)量日期2011.1.1灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào):第 3 頁 共 3 頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K149+440K150+920(右)層 次基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.189最佳含水量%5.7要求壓實(shí)度%97序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K150+650K150+750K150+8501灌砂前筒+砂重g8500850085002灌砂后筒+砂重g4833522944613灌入試坑砂重g 1-2-m22931253533034試坑體積cm3 3/Ps2155186424295濕試樣重g5

24、143440657116濕密度g/cm3 5/42.392.362.357盒號(hào)12#14#15#8盒重g42.041.642.19盒十濕土重g700.9697.5676.210盒+干土重g654.2650.7631.311干土重g 10-8612.2609.1589.212水 重g 9-1046.746.844.913含水量 12/11?1007.67.77.614平均含水量%7.67.77.615干密度g/cm3 6/1+0.01w2.222.192.1816最大干密度g/cm32.1892.1892.18917壓實(shí)度 15/16?100%101.4100.099.618壓實(shí)層厚度cm自檢意

25、見n 15k99.7S0.935ta/n 0.455K k- S ?ta/n99.3K097;故該路段基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期2011.1.1灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào): 第 1 頁 共 2 頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K143+200K143+880(右)層 次基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.189最佳含水量%5.7要求壓實(shí)度%97序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K143+250K143+350K143+450K143+

26、550K143+650K143+7501灌砂前筒+砂重g8500850085008500850085002灌砂后筒+砂重g4372446143274510443843953灌入試坑砂重g 1-2-m23392330334373254332633694試坑體積cm3 3/Ps2494242925272393244624775濕試樣重g5889565060075556569858236濕密度g/cm3 5/42.362.332.382.322.332.357盒號(hào)9#12#10#1#8#5#8盒重g41.242.040.742.841.342.09盒十濕土重g682.9706.7688.1719.2

27、714.3696.510盒+干土重g638.0661.1642.0673.6670.2653.611干土重g 10-8596.8619.1601.3630.8628.9611.612水 重g 9-1044.945.646.145.644.142.913含水量 12/11?1007.57.47.77.27.07.014平均含水量%7.57.47.77.27.07.015干密度g/cm3 6/1+0.01w2.202.172.212.162.182.2016最大干密度g/cm32.1892.1892.1892.1892.1892.18917壓實(shí)度 15/16?100%100.599.1101.09

28、8.799.6100.518壓實(shí)層厚度cm自檢意見n 7k99.7S1.047ta/n 0.734K k- S ?ta/n98.9K097;故該路段基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期2010.12.13灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào): 第 2 頁 共 2 頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K143+200K143+880(右)層 次基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.189最佳含水量%5.7要求壓實(shí)度%97序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K143

29、+8501灌砂前筒+砂重g85002灌砂后筒+砂重g43553灌入試坑砂重g 1-2-m234094試坑體積cm3 3/Ps25075濕試樣重g57696濕密度g/cm3 5/42.307盒號(hào)3#8盒重g39.89盒十濕土重g677.310盒+干土重g636.811干土重g 10-8597.012水 重g 9-1040.513含水量 12/11?1006.814平均含水量%6.815干密度g/cm3 6/1+0.01w2.1516最大干密度g/cm32.18917壓實(shí)度 15/16?100%98.218壓實(shí)層厚度cm自檢意見n 7k99.7S1.047ta/n 0.734 K k- S ?ta

30、/n98.9K097;故該路段基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期2010.12.13灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào):第1頁 共1頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K144+240K144+700(左)層 次底基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.053最佳含水量%4.9要求壓實(shí)度%96序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K144+260K144+360K144+460K144+560K144+6601灌砂前筒+砂重g850085008500850085

31、002灌砂后筒+砂重g436244354285432243973灌入試坑砂重g 1-2-m2340233293479344233674試坑體積cm3 3/Ps250124482558253124765濕試樣重g540352465527551254186濕密度g/cm3 5/42.162.142.162.182.197盒號(hào)3#10#8#1#6#8盒重g39.840.741.342.841.89盒十濕土重g667.5694.5716.2710.8687.110盒+干土重g629.1656.8676.3670.1647.311干土重g 10-8589.3616.1635.0627.3605.512水

32、 重g 9-1038.437.739.940.739.813含水量 12/11?1006.56.16.36.56.614平均含水量%6.56.16.36.56.615干密度g/cm3 6/1+0.01w2.032.022.032.052.0516最大干密度g/cm32.0532.0532.0532.0532.05317壓實(shí)度 15/16?100%98.998.498.999.999.918壓實(shí)層厚度cm自檢意見n 5k99.2S0.671ta/n 0.953K k- S ?ta/n98.6K096;故該路段底基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦

33、項(xiàng)目主管測(cè)量日期2010.12.30灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào):第1頁 共1頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K143+680K144+240(左)層 次底基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.053最佳含水量%4.9要求壓實(shí)度%96序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K143+700K143+800K143+900K144+000K144+100K144+2001灌砂前筒+砂重g8500850085008500850085002灌砂后筒+砂重g4469432343844355427944263灌入試坑砂重g 1-

34、2-m23295344133803409348533384試坑體積cm3 3/Ps2423253024852507256324545濕試樣重g5215552054615372551252986濕密度g/cm3 5/42.152.182.202.142.152.167盒號(hào)8#6#5#10#7#9#8盒重g41.341.842.040.741.241.29盒十濕土重g690.7675.2711.6699.7709.2681.310盒+干土重g652.2636.6668.8660.2668.4644.311干土重g 10-8610.9594.8626.8619.5627.2603.112水 重g 9

35、-1038.538.642.839.540.837.013含水量 12/11?1006.36.56.86.46.56.114平均含水量%6.36.56.86.46.56.115干密度g/cm3 6/1+0.01w2.022.052.062.012.022.0416最大干密度g/cm32.0532.0532.0532.0532.0532.05317壓實(shí)度 15/16?100%98.499.9100.397.998.499.418壓實(shí)層厚度cm自檢意見n 6k99.1S0.957ta/n 0.823K k- S ?ta/n98.3K096;故該路段底基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至

36、下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期2011.1.6灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào):第1頁 共1頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K149+440K149+650(左)層 次底基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.053最佳含水量%4.9要求壓實(shí)度%96序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K149+440K149+540K149+6401灌砂前筒+砂重g8500850085002灌砂后筒+砂重g4372433444583灌入試坑砂重g 1-2-m23392343033064試坑體積cm3 3/Ps24

37、94252224315濕試樣重g5433542552096濕密度g/cm3 5/42.182.152.147盒號(hào)10#3#8#8盒重g40.739.841.39盒十濕土重g696.7674.4700.610盒+干土重g656.2636.1662.011干土重g 10-8615.5596.3620.712水 重g 9-1040.538.338.613含水量 12/11?1006.66.46.214平均含水量%6.66.46.215干密度g/cm3 6/1+0.01w2.052.022.0216最大干密度g/cm32.0532.0532.05317壓實(shí)度 15/16?100%99.998.498.

38、418壓實(shí)層厚度cm自檢意見n 3k98.9S0.866ta/n 1.686K k- S ?ta/n97.4K096;故該路段底基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào):第1頁 共1頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K149+440K149+650(右)層 次底基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.053最佳含水量%4.9要求壓實(shí)度%96序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K149+440K149+540K149+6401灌砂前

39、筒+砂重g8500850085002灌砂后筒+砂重g4354439244873灌入試坑砂重g 1-2-m23410337232774試坑體積cm3 3/Ps2507247924105濕試樣重g5438531051666濕密度g/cm3 5/42.172.142.147盒號(hào)8#7#1#8盒重g41.341.242.89盒十濕土重g680.9689.8705.610盒+干土重g641.8651.2666.811干土重g 10-8600.5610.0624.012水 重g 9-1039.138.638.813含水量 12/11?1006.56.36.214平均含水量%6.56.36.215干密度g/

40、cm3 6/1+0.01w2.042.012.0216最大干密度g/cm32.0532.0532.05317壓實(shí)度 15/16?100%99.497.998.418壓實(shí)層厚度cm自檢意見n 3k98.6S0.764ta/n 1.686K k- S ?ta/n97.3K096;故該路段底基層壓實(shí)度評(píng)定合格。注: 壓實(shí)層厚度為灌砂后挖至下層實(shí)測(cè)值監(jiān)理意見測(cè)量計(jì)算復(fù)核技術(shù)主辦項(xiàng)目主管測(cè)量日期2010.12.27灌砂法壓實(shí)度檢測(cè)記錄表施檢表21 編號(hào):第1頁 共2 頁項(xiàng)目名稱施工單位合同段監(jiān)理單位單項(xiàng)工程名稱路面范圍K148+560K149+440(右)層 次底基層錐體內(nèi)砂重m2g736標(biāo)準(zhǔn)砂密度Psg/cm31.360最大干容重g/cm32.053最佳含水量%4.9要求壓實(shí)度%96序號(hào)試驗(yàn)項(xiàng)目公式試 驗(yàn) 位 置(樁 號(hào))K148+600K148+700K148+800K148+900K149+000K149+1001灌砂前筒+砂重g8500850085008500850085002灌砂后筒+砂重g4412434743804319