施检表（21）编号：第页共页项目名称检测范围最大干密度(g/cm3)试验桩号横向位置压实层厚度(cm)灌砂前筒+砂重(g)灌砂后筒+砂重(g)粗造面灌砂前筒+砂重(g)圆锥体灌砂后筒+砂重(g)内砂重g）圆锥体砂重(g)成安渝高速公路四川段2.09最佳含水率(%)8.9施工单位试验单位中交第二航务工程局有限公司成安渝高速公路四川段第III合同段工地试验室1.35规定值(%)合 同 段检测日期≥93层 次III第1层标准砂密度(g/cm3)右13右9右3右16右1右9右7左7左178500378485007722778393862932.1695348500375285007728772397663822.1764318500375385007742758398964652.1978598500375385007727773397463732.1679858500373485007711789397764292.1830238500369085007718782402864682.1766988500381785007745755392962442.1568658500374985007710790396162712.1452628500373885007726774398864842.2069灌入试坑砂重(g)试坑内湿土重(g)湿密度(g/cm3)盒号盒重(g)盒+湿土重(g)盒+干土重(g)水重(g)干土重(g)含水率(%)平均含水率(%)干密度(g/cm3)压实度(%)自检意见检 测219.91236.56217.5232.45223.71227.21223.71230.81219.41232.1229.61229.75222.85241.66226.21225.66232.36228.59718.48676.0642.42456.159.3768.47725.9042.57489.348.7712.09669.1842.91451.689.5735.38687.5947.79455.1410.5724.56677.7946.77454.0810.3763.58713.9349.65486.7210.2758.46712.9645.50489.259.3762.43713.6648.77482.8510.1755.93703.6352.30484.2210.8768.19715.5052.69483.4010.9746.79699.3547.44469.7410.1739.95689.3950.56459.6411.0733.69689.8043.89466.959.4769.35726.2243.13484.568.9721.26678.3142.95452.109.5775.14725.6449.50499.989.9775.94724.7351.21492.3710.4766.38714.8451.54486.2510.69.01.9894.710.01.9794.310.21.9995.29.71.9794.310.81.9794.3监理意见10.61.9693.89.21.9794.39.71.9593.310.51.9995.2复 核试验负责人日 期此行数据不大于±1%-0.61.0-0.10.80.10.9-0.50.40.2灌砂法压实度检测记录表
施检表（21）编号：
第页
共页
项目名称检测范围最大干密度(g/cm3)试验桩号横向位置压实层厚度(cm)灌砂前筒+砂重(g)灌砂后筒+砂重(g)粗造面灌砂前筒+砂重(g)圆锥体灌砂后筒+砂重(g)内砂重g）圆锥体砂重(g)成安渝高速公路四川段2.09FALSE8500368685007716784403064612.16633567最佳含水率(%)FALSE8500374985007713787396463762.1740488.9FALSE8500377585007730770395662992.15施工单位试验单位中交第二航务工程局有限公司成安渝高速公路四川段第III合同段工地试验室1.35规定值(%)标准砂密度(g/cm3)FALSE8500382485007739761391562102.14FALSE8500370685007726774402064282.16711005195FALSE8500370385007714786401165402.202757FALSE8500370685007715785401063832.15合 同 段检测日期≥93层 次FALSE8500367785007724776404764502.15494593III第1层FALSE8500380085007728772392963512.183326灌入试坑砂重(g)试坑内湿土重(g)湿密度(g/cm3)盒号盒重(g)盒+湿土重(g)盒+干土重(g)水重(g)干土重(g)含水率(%)平均含水率(%)干密度(g/cm3)压实度(%)自检意见检 测1422228.61225.18228.28230.86232.75235.57232.31223.91228.89227.55230.68230.28232.75219.81219.27236.56215.26230.75763.09713.1849.91484.5710.3752.88705.7847.10480.609.8734.65687.3647.29459.0810.3784.16730.6853.48499.8210.7739.77693.2646.51460.5110.1768.58722.7845.80487.219.4725.46685.1640.30452.858.9725.99682.8543.14458.949.4765.72721.3944.33492.509.0749.84704.9644.88477.419.4779.68727.5152.17496.8310.5743.99692.2551.74461.9711.2765.50714.4451.06481.6910.6749.14701.4647.68481.659.9735.04690.2944.75471.029.5771.51722.4449.07485.8810.1737.62691.0046.62475.749.8768.24717.1751.07486.4210.510.01.9693.810.51.9693.89.81.9693.89.21.9693.89.21.9894.7监理意见10.81.9995.210.21.9593.39.81.9693.810.21.9894.7复 核试验负责人日 期此行数据不大于±1%-0.50.4-0.70.50.40.7-0.70.60.7灌砂法压实度检测记录表
施检表（21）编号：
第页
共页
项目名称检测范围最大干密度(g/cm3)试验桩号横向位置压实层厚度(cm)灌砂前筒+砂重(g)灌砂后筒+砂重(g)粗造面灌砂前筒+砂重(g)圆锥体灌砂后筒+砂重(g)内砂重g）圆锥体砂重(g)成安渝高速公路四川段K171+416—K171+6642.09最佳含水率(%)FALSE8500370385007714786401165002.1916644FALSE8500376285007711789394963412.179097施工单位试验单位8.9FALSE8500373085007737763400763322.1329中交第二航务工程局有限公司成安渝高速公路四川段第III合同段工地试验室1.35规定值(%)标准砂密度(g/cm3)FALSE8500378185007727773394662732.15172447FALSE8500378985007717783392963482.18811FALSE8500377385007745755397264832.202141FALSE8500373785007721779398463972.17合 同 段检测日期≥93层 次FALSE8500379285007738762394662742.15329236III第1层FALSE8500375785007748752399164202.17383灌入试坑砂重(g)试坑内湿土重(g)湿密度(g/cm3)盒号盒重(g)盒+湿土重(g)盒+干土重(g)水重(g)干土重(g)含水率(%)平均含水率(%)干密度(g/cm3)压实度(%)自检意见检 测231.65235.52217.56227.28233.75218.59233.75242.45227.67231.75227.45231.2229.35227.22224.76226.76228.28228.88783.09731.6051.49499.9510.3778.38729.0349.35493.5110.0758.07708.0450.03490.4810.2749.47699.8549.62472.5710.5749.52706.5043.02472.759.1753.31710.5142.80491.928.7766.45720.2346.22486.489.5739.05695.5543.50453.109.6750.30702.7947.51475.1210.0746.20699.0147.19467.2610.1726.99678.3048.69450.8510.8781.12724.4056.72493.2011.5739.40693.4545.95464.109.9738.59693.3745.22466.159.7759.28712.9146.37488.159.5739.33691.8947.44465.1310.2729.57681.5348.04453.2510.6755.50705.4650.04476.5810.510.21.9995.210.41.9794.38.91.9693.89.61.9693.810.01.9894.7监理意见11.21.9894.79.81.9894.79.81.9693.810.61.9693.8复 核试验负责人日 期此行数据不大于±1%-0.30.3-0.40.10.10.7-0.20.7-0.1灌砂法压实度检测记录表
施检表（21）编号：
第页
共页
项目名称检测范围最大干密度(g/cm3)试验桩号横向位置压实层厚度(cm)灌砂前筒+砂重(g)灌砂后筒+砂重(g)粗造面灌砂前筒+砂重(g)圆锥体灌砂后筒+砂重(g)内砂重g）圆锥体砂重(g)成安渝高速公路四川段2.09FALSE8500372285007744756402263472.13755486最佳含水率(%)FALSE8500367585007724776404964812.1682918.9FALSE8500369985007711789401264242.16施工单位试验单位中交第二航务工程局有限公司成安渝高速公路四川段第III合同段工地试验室1.35规定值(%)标准砂密度(g/cm3)FALSE8500375585007736764398164432.18FALSE8500366885007713787404564642.1661806050FALSE8500370885007711789400363542.14770FALSE8500372885007717783398964582.19合 同 段检测日期≥93层 次FALSE8500379385007716784392362682.1637581III第1层FALSE8500378485007734766395063692.18596灌入试坑砂重(g)试坑内湿土重(g)湿密度(g/cm3)盒号盒重(g)盒+湿土重(g)盒+干土重(g)水重(g)干土重(g)含水率(%)平均含水率(%)干密度(g/cm3)压实度(%)自检意见检 测4215225.98235.67235.62229.17227.55229.2230.28231.54232.86228.39227.38227.67232.19221.82225.85229.34219.21230.65720.91677.1543.76451.179.7751.09707.2343.86471.569.3771.23725.6645.57490.049.3748.35699.8748.48470.7010.3729.95684.6945.26457.149.9757.65714.0243.63484.829.0776.01727.3048.71497.029.8781.23727.6553.58496.1110.8732.70687.6745.03454.819.9745.48695.5049.98467.1110.7732.68689.6942.99462.319.3733.44689.9843.46462.319.4781.90728.7753.13496.5810.7726.56681.0945.47459.279.9730.72681.1049.62455.2510.9742.74696.9245.82467.589.8715.79672.7143.08453.509.5756.77703.3553.42472.7011.39.51.9593.39.81.9794.39.41.9794.310.31.9894.710.31.9693.8监理意见9.41.9693.810.31.9995.210.41.9693.810.41.9794.3复 核试验负责人日 期此行数据不大于±1%-0.41.0-0.91.00.80.1-0.8-1.11.8灌砂法压实度检测记录表
施检表（21）编号：
第页
共页
项目名称检测范围最大干密度(g/cm3)试验桩号横向位置压实层厚度(cm)灌砂前筒+砂重(g)灌砂后筒+砂重(g)粗造面灌砂前筒+砂重(g)圆锥体灌砂后筒+砂重(g)内砂重g）圆锥体砂重(g)成安渝高速公路四川段2.09FALSE8500373785007741759400464062.16732581最佳含水率(%)FALSE8500378785007715785392962732.1694568.9FALSE8500375785007738762398163962.17施工单位试验单位中交第二航务工程局有限公司成安渝高速公路四川段第III合同段工地试验室1.35规定值(%)标准砂密度(g/cm3)FALSE8500369885007747753404963902.13FALSE8500375185007713787396264142.1913748488FALSE8500373385007741759400864422.172010FALSE8500374585007738762399363692.15合 同 段检测日期≥93层 次FALSE8500380885007731769392363182.17197772III第1层FALSE8500374085007740760400064432.171218灌入试坑砂重(g)试坑内湿土重(g)湿密度(g/cm3)盒号盒重(g)盒+湿土重(g)盒+干土重(g)水重(g)干土重(g)含水率(%)平均含水率(%)干密度(g/cm3)压实度(%)自检意见检 测3438223.26224.21227.34235.47232.65219.25225.21237.56219.95217.83232.75228.19227.18223.91222.82228.52225.76221.85742.27699.4242.85476.169.0737.58696.0641.52471.858.8744.71701.9942.72474.659.0749.93706.1643.77470.699.3733.16684.3748.79451.7210.8754.67703.7950.88484.5410.5750.91707.0643.85481.859.1756.78709.1547.63471.5910.1717.45673.0544.40453.109.8720.47671.8948.58454.0610.7752.67702.8449.83470.0910.6782.88726.1256.76497.9311.4747.58700.7046.88473.529.9749.17705.8043.37481.899.0720.83677.2143.62454.399.6762.39714.3048.09485.789.9738.09691.5146.58465.7510.0728.01677.0350.98455.1811.28.91.9894.79.21.9894.710.61.9693.89.61.9492.810.21.9995.2监理意见11.01.9593.39.41.9794.39.81.9894.710.61.9693.8复 核试验负责人日 期此行数据不大于±1%-0.20.3-0.31.00.90.8-0.90.31.2灌砂法压实度检测记录表
施检表（21）编号：
第页
共页
项目名称检测范围最大干密度(g/cm3)试验桩号横向位置压实层厚度(cm)灌砂前筒+砂重(g)灌砂后筒+砂重(g)粗造面灌砂前筒+砂重(g)圆锥体灌砂后筒+砂重(g)内砂重g）圆锥体砂重(g)成安渝高速公路四川段2.09FALSE8500375585007747753399263712.15879955最佳含水率(%)FALSE8500379385007744756395163772.1843898.9FALSE8500379885007726774392962842.16施工单位试验单位中交第二航务工程局有限公司成安渝高速公路四川段第III合同段工地试验室1.35规定值(%)标准砂密度(g/cm3)FALSE8500379685007724776392963942.20FALSE8500373485007710790397663022.1439282FALSE8500375185007715785396463802.17FALSE8500374485007724776398062522.12合 同 段检测日期≥93层 次FALSE8500372785007741759401464522.17III第1层FALSE8500375285007716784396464052.18灌入试坑砂重(g)试坑内湿土重(g)湿密度(g/cm3)盒号盒重(g)盒+湿土重(g)盒+干土重(g)水重(g)干土重(g)含水率(%)平均含水率(%)干密度(g/cm3)压实度(%)自检意见检 测7646228.67222.61230.68228.25229.91226.76234.52231.81241.16229.17################################################755.26706.9548.31478.2810.1751.70703.6048.10480.9910.0741.53692.5748.96461.8910.6748.33694.2754.06466.0211.6729.09685.7843.31455.879.5731.58689.4742.11462.719.1781.32730.2651.06495.7410.3769.88716.1253.76484.3111.1749.61704.6544.96463.499.7725.89681.5644.33452.399.8#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!49.26482.9010.253.34476.2711.241.83464.759.038.66465.738.347.80455.2210.545.90454.4610.147.68486.489.850.92458.7411.110.01.9593.311.11.9693.89.31.9894.710.71.9995.29.81.9593.3监理意见10.71.9693.88.61.9593.310.31.9794.310.41.9794.3复 核试验负责人日 期此行数据不大于±1%-0.11.0-0.40.80.11.0-0.7-0.41.3注：打印否TRUETRUE可以打印FALSE有错误设定圆锥体砂重751
选定试坑体积
随机数1随机数
1
干土重
450压实度调整范围（不宜少于）
0.4随机数2随机数1随机数2随机数1随机数1随机数1随机数2随机数1随机数
1
注：打印否TRUETRUE可以打印FALSE有错误注：打印否TRUETRUE可以打印FALSE有错误注：打印否TRUETRUE可以打印FALSE有错误注：打印否FALSETRUE可以打印有错误FALSE注：打印否TRUETRUE可以打印FALSE有错误2900试坑半径7.5π3.1415试坑深度16.5试坑体积29162设路基宽33.52左32右16292721715114
12
192随机数随机数随机数随机数随机数随机数随机数随机数随机数随机数
13121616
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