压实度自动计算表格(1).xls
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1、按F9自动计算数据联密码11(2)密码12注:1(2)表内更改盒质量,根据实际填写盒质量,其余数据无需修改1(3)密码123注:1(3)表内更改盒数量,根据表1(2)实际盒数量填写最大盒数量,其余数据无需修改注:1(3)为盒号不重复公式,如果不要增加盒号,请不要进行更改* 数据联内更改数据在右侧,请自已拖到右侧查看,然后根据实际需要进行更改修改密码步骤:点击工具、再点击保护,然后撤消工作表保护,修改原始参数后为保证工作表不变更,最好保护工作表注:1(2)表内更改盒质量,根据实际填写盒质量,其余数据无需修改注:1(3)表内更改盒数量,根据表1(2)实际盒数量填写最大盒数量,其余数据无需修改灌灌砂
2、砂法法压压实实度度检检测测记记录录表表施检表(21)编号:第页共页项目名称成安渝高速公路四川段施工单位中交第二航务工程局有限公司合 同 段III检测范围试验单位成安渝高速公路四川段第III合同段工地试验室检测日期最大干密度(g/cm3)2.09最佳含水率(%)8.9标准砂密度(g/cm3)1.35规定值(%)93层 次第1层试验桩号横向位置左14右3右3左5右16右14左4左4左5压实层厚度(cm)灌砂前筒+砂重(g)850085008500850085008500850085008500灌砂后筒+砂重(g)380537363738372538033707379636843761粗造面 圆锥体
3、 内砂重 g)灌砂前筒+砂重(g)850085008500850085008500850085008500灌砂后筒+砂重(g)772577437734774877277711773877267721圆锥体砂重(g)775757766752773789762774779灌入试坑砂重(g)392040073996402339244004394240423960试坑内湿土重(g)614162996214644062346318626363596156湿密度(g/cm3)2.112.122.102.162.142.132.142.122.10盒号2622808733283578298927144884
4、88406413盒重(g)230.75 232.31 232.86 228.67 215.26 241.16 225.18 227.21 218.59 229.91 230.28 235.57 232.75 217.83 232.75 230.86 232.45 237.56盒+湿土重(g)751.41741.13749.02719.38718.73758.73766.67740.16720.94772.41772.89744.13742.24727.65744.85765.20755.76727.20盒+干土重(g)713.74704.75706.84682.61684.48721.2872
5、2.42697.81680.31729.45729.00702.57702.76692.08707.80727.00718.35693.89水重(g)37.6736.3842.1836.7734.2537.4544.2542.3540.6342.9643.8941.5639.4835.5737.0538.2037.4133.31干土重(g)482.99472.44473.98453.94469.22480.12497.24470.60461.72499.54498.72467.00470.01474.25475.05496.14485.90456.33含水率(%)7.87.78.98.17.3
6、7.88.99.08.88.68.88.98.47.57.87.77.77.3平均含水率(%)7.88.57.69.08.78.88.07.87.5干密度(g/cm3)1.961.951.951.981.971.961.981.971.95打印否压实度(%)93.893.393.394.794.393.894.794.393.3自检意见监理意见检 测复 核试验负责人日 期此行数据不大于1%-0.1-0.80.50.1-0.20.1-0.9-0.1-0.4灌灌砂砂法法压压实实度度检检测测记记录录表表施检表(21)编号:第页共页项目名称成安渝高速公路四川段施工单位中交第二航务工程局有限公司合 同
7、段III检测范围试验单位成安渝高速公路四川段第III合同段工地试验室检测日期最大干密度(g/cm3)2.09最佳含水率(%)8.9标准砂密度(g/cm3)1.35规定值(%)93层 次第1层试验桩号横向位置FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE压实层厚度(cm)灌砂前筒+砂重(g)850085008500850085008500850085008500灌砂后筒+砂重(g)376437773776371237003784378537693728粗造面 圆锥体 内砂重 g)灌砂前筒+砂重(g)850085008500850085008500850
8、085008500灌砂后筒+砂重(g)774277387725774277157711773177187710圆锥体砂重(g)758762775758785789769782790灌入试坑砂重(g)397839613949403040153927394639493983试坑内湿土重(g)628661246183628762676225615962286244湿密度(g/cm3)2.132.092.112.112.112.142.112.132.12盒号96621638101781125439730725865638636盒重(g)230.65 232.36 231.65 225.21 227.
9、18 233.75 227.34 225.76 219.21 228.25 233.75232.1228.52 225.85 226.21 228.61 235.62 226.76盒+湿土重(g)726.87756.35740.85738.38763.37772.28751.49737.79730.64751.26772.15731.90755.20748.29748.75744.84750.07733.10盒+干土重(g)687.15715.30707.98706.61723.19728.72716.29702.07691.88713.42731.35690.21716.64712.2970
10、8.26708.38716.41701.31水重(g)39.7241.0532.8731.7740.1843.5635.2035.7238.7637.8440.8041.6938.5636.0040.4936.4633.6631.79干土重(g)456.50482.94476.33481.40496.01494.97488.95476.31472.67485.17497.60458.11488.12486.44482.05479.77480.79474.55含水率(%)8.78.56.96.68.18.87.27.58.27.88.29.17.97.48.47.67.06.7平均含水率(%)8
11、.66.88.47.48.08.67.68.06.8干密度(g/cm3)1.961.961.951.961.951.971.961.971.99打印否压实度(%)93.893.893.393.893.394.393.894.395.2自检意见监理意见检 测复 核试验负责人日 期此行数据不大于1%-0.2-0.30.70.3-0.40.9-0.5-0.8-0.3 灌灌砂砂法法压压实实度度检检测测记记录录表表施检表(21)编号:第页共页项目名称成安渝高速公路四川段施工单位中交第二航务工程局有限公司合 同 段III检测范围K171+416K171+664试验单位成安渝高速公路四川段第III合同段工地
12、试验室检测日期最大干密度(g/cm3)2.09最佳含水率(%)8.9标准砂密度(g/cm3)1.35规定值(%)93层 次第1层试验桩号横向位置FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE压实层厚度(cm)灌砂前筒+砂重(g)850085008500850085008500850085008500灌砂后筒+砂重(g)373537023805378337983731381838013755粗造面 圆锥体 内砂重 g)灌砂前筒+砂重(g)850085008500850085008500850085008500灌砂后筒+砂重(g)774677137729
13、774777167713773877247725圆锥体砂重(g)754787771753784787762776775灌入试坑砂重(g)401140113924396439183983392039233970试坑内湿土重(g)639564066285631461796200616761426264湿密度(g/cm3)2.152.162.162.152.132.102.122.112.13盒号41698531738762192594566777570563920盒重(g)229.35 228.59 219.41 223.71 223.26 231.75 226.76231.2224.76 223
14、.71 219.27 229.75 222.82 225.98 232.19 232.65 231.81 228.19盒+湿土重(g)738.58719.79734.22731.07759.00771.88725.94719.54737.65733.03753.16742.83743.50719.58740.24719.93731.49752.10盒+干土重(g)696.96681.31693.45690.89716.12727.28687.68682.11697.91697.06715.91703.07703.60684.72701.74687.20698.36716.91水重(g)41.6
15、238.4840.7740.1842.8844.6038.2637.4339.7435.9737.2539.7639.9034.8638.5032.7333.1335.19干土重(g)467.61452.72474.04467.18492.86495.53460.92450.91473.15473.35496.64473.32480.78458.74469.55454.55466.55488.72含水率(%)8.98.58.68.68.79.08.38.38.47.67.58.48.37.68.27.27.17.2平均含水率(%)8.78.68.88.38.08.08.07.77.2干密度(g
16、/cm3)1.981.991.991.991.971.941.961.961.99打印否压实度(%)94.795.295.295.294.392.893.893.895.2自检意见监理意见检 测复 核试验负责人日 期此行数据不大于1%-0.40.00.30.0-0.80.9-0.7-1.00.1 灌灌砂砂法法压压实实度度检检测测记记录录表表施检表(21)编号:第页共页项目名称成安渝高速公路四川段施工单位中交第二航务工程局有限公司合 同 段III检测范围试验单位成安渝高速公路四川段第III合同段工地试验室检测日期最大干密度(g/cm3)2.09最佳含水率(%)8.9标准砂密度(g/cm3)1.3
17、5规定值(%)93层 次第1层试验桩号横向位置FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE压实层厚度(cm)灌砂前筒+砂重(g)850085008500850085008500850085008500灌砂后筒+砂重(g)382738103795372237833746374137463697粗造面 圆锥体 内砂重 g)灌砂前筒+砂重(g)850085008500850085008500850085008500灌砂后筒+砂重(g)774277447718773377267743772377377719圆锥体砂重(g)75875678276777475
18、7777763781灌入试坑砂重(g)391539343923401139433997398339914022试坑内湿土重(g)603361186173628761386273620762686245湿密度(g/cm3)2.082.102.122.122.102.122.102.122.10盒号5415372415047100235590836791332994盒重(g)235.67 230.28 221.82 242.45 229.34 227.38 227.67 228.89 229.61 230.68 227.28 228.88 228.28 227.55 228.28 227.22 2
19、19.91 235.47盒+湿土重(g)738.86720.10733.99724.28746.67724.75761.18746.37752.34717.34760.61763.90744.84714.12722.03710.62744.41768.79盒+干土重(g)705.94688.48699.59694.45707.46683.26726.74711.16718.14689.36726.19727.97711.05686.15681.68677.73709.18733.43水重(g)32.9231.6234.4029.8339.2141.4934.4435.2134.2027.983
20、4.4235.9333.7927.9740.3532.8935.2335.36干土重(g)470.27458.20477.77452.00478.12455.88499.07482.27488.53458.68498.91499.09482.77458.60453.40450.51489.27497.96含水率(%)7.06.97.26.68.29.16.97.37.06.16.97.27.06.18.97.37.27.1平均含水率(%)7.06.98.67.16.67.06.68.17.2干密度(g/cm3)1.941.961.951.981.971.981.971.961.96打印否压实度
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