压实度自动计算表格

施检表（21）≥93 层 次灌砂前筒+砂重(g)灌砂后筒+砂重(g)圆锥体砂重(g)9618361224195745209726948168437230.65221.85 226.76225.76242.45 229.34230.68219.95219.21228.19219.91227.67230.75235.47227.34241.66 217.5221.82746.95734.31774.96752.26774.87780.07746.51726.82745.61737.56740.68740.75728.15776.64776.50771.99738.05734.35703.02686.88 724.22703.96725.15727.29696.23677.00696.89694.22690.77690.74680.89727.89723.87722.47692.02693.3343.9347.4350.74 48.30 49.7252.78 50.2849.82 48.72 43.3449.9150.0147.26 48.75 52.63 49.52 46.03 41.02472.37465.03497.46478.20482.70497.95465.55 457.05477.68466.03470.86463.07450.14 492.42496.53480.81 474.52471.519.310.210.210.110.310.610.810.910.29.310.610.810.59.910.610.39.78.7检 测粗造面圆锥体内砂重g）-1.0此行数据不大于±1%0.9-0.10.30.1-0.90.2-0.6-0.3复 核试验负责人日 期94.393.894.7自检意见监理意见1.971.961.98压实度(%)94.392.893.894.393.894.710.210.49.2干密度(g/cm3)1.971.941.961.971.961.989.810.210.410.89.810.7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(%)2.192.172.162.16盒号盒重(g)6443629664056258湿密度(g/cm3)2.162.142.162.182.153970392440013916试坑内湿土重(g)63456415641663476366灌入试坑砂重(g)396940394003393939997737867827667547767617907688500772777147718773477467724773977107732370938168500850085008500850085008500850085008500灌砂后筒+砂重(g)3758367537153795374737543815灌砂前筒+砂重(g)8500850085008500850085008500左10右4压实层厚度(cm)横向位置左15右12左14右16左8左10左10规定值(%)第1层试验桩号最大干密度(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灌砂法压实度检测记录表编号：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施检表（21）≥93 层 次灌砂前筒+砂重(g)灌砂后筒+砂重(g)圆锥体砂重(g)421443478765865062762559527772313075229.2235.57228.25227.67228.67226.21235.62227.38232.36226.76224.21223.71225.66222.82228.52223.71232.1225.98723.45739.86719.70729.99759.30741.06732.30762.18750.15734.42733.01755.80774.17746.7...