盒号盒重总数1742.9292743.93820.24815.15737.86808.47808.68713.89751.61081511858.113820.814836.13#717.63#1#826.41#A30259.3A31249.6A32248.7A33264A34268.9A35255.1A36265.8A37264.1A38247.4A52175.1A53160.1A55171.6A57169.9A58166.7施检
表
关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf
(23)压实度检测记录表(灌砂法)承包单位:
合同
劳动合同范本免费下载装修合同范本免费下载租赁合同免费下载房屋买卖合同下载劳务合同范本下载
段:监理单位:广东省诚信公路建设监理有限公司编号:分项
工程
路基工程安全技术交底工程项目施工成本控制工程量增项单年度零星工程技术标正投影法基本原理
名称底基层1路段桩号K2899528966+~K+层次试验日期1214锥体砂重△(g)1262砂的密度ps(g/cm3)1.410最大干密度(g/cm3)1.920最佳含水率(%)12.5要求压实度(%)96测点桩号距中桩距离(mm)洞中湿土重(g)灌前罐+砂重(g)灌后罐+砂重(g)灌入洞中砂重(g)洞体积(cm3)土的湿密度(g/cm3)含水率土的干密度(g/cm3)最大干密度(g/cm3)压实度(%)厚度(cm)盒号盒+湿土重(g)盒+干土重(g)盒重(g)干土重(g)水重(g)含水率(%)平均含水率(%)K12250+132612100010959877962262.13043432.83148.2815.12333.1284.612.212.11.9001.92099.0209953380.43099.4737.82361.6281.011.9K12260+138702100010483925565642.113103162.12893.9815.02078.9268.212.913.01.8701.92097.42197.5A553183.22912.1826.42085.7271.113.0K12270+147112100010032970668842.13723281.93010.0743.92266.1271.912.011.91.9101.92099.52299.3143225.32974.0826.42147.6251.311.7用户控制区K12370+131932100010730900863892.065133531.43247.5820.82426.7283.911.711.61.8501.92096.42096.13#3557.73276.0826.42449.6281.711.5k22+22139522100010519921965382.13483037.92774.2713.82060.4263.712.812.91.8901.92098.42198.5122985.82742.7858.11884.6243.112.9本页不合格点数0K12250+14982210009863987570042.139A362966.82664.6265.82398.8302.212.612.61.9001.92099.02298.7A332984.82680.3264.02416.3304.512.6指定不合格点数0K12556+136942100010736900263842.145A352520.12264.9255.12009.8255.212.712.91.9001.92099.02098.8A322493.72235.4248.71986.7258.313.0分项工程名称底基层1K12456+138562100010404933466202.093A532533.52269.8160.12109.7263.712.512.51.8601.92096.92196.9A582491.52235.0166.72068.3256.512.4试验日期1214评定n=8K=98.2S=1.148K=K-taS/n(1/2)=97.71评定合格自检监理意见备注压实层厚度为灌砂后挖至下层实测值路段桩号K2899528966+~K+意见检测复核试验负责人保证率1.645