JB021402压实度试验检测报告试验室名称：云南路桥试验检测有限公司承包单位江苏建星交通工程有限公司工程名称判定依据施工路段碾压机具路面工程JTG F80/1-2004报告编号试验依据工程部位/用途主要仪器设备标准试验编号级配碎石基层JTG E60-20084200电子称、灌砂筒等大龙塘至法古苴K0+000~K1+00018T压路机碾压面积(m )2压实度标准值K0≥98％碾压层（m）试坑层次深度(cm)最 佳 最大含水率干密度编号湿密度含水率干密度压实度(%)检测桩号及位置压实度评定(g/cm3)(%)(g/cm3)标高距设计高(g/cm)(%)312K0+020右K0+110中K0+200中K0+300右K0+400左K0+520左K0+600右K0+700中K0+800中K0+920右10.511.013.012.011.010.512.010.511.013.02.222.242.252.242.242.252.242.242.222.225.235.685.835.705.955.585.245.235.385.062.112.122.1302.122.112.132.135.232.112.115.95.95.95.95.95.95.95.95.95.92.152.152.152.152.152.152.152.152.152.1598.1①压实度平均值:K=98.6②检测点数n=399.1③检测值的标准差S=98.6④保证率取值 ta /√n =98.1⑤压实度代表值：45699.1K=K-S*ta/√n=98.3799.1检测结论:合格898.698.198.1