第1页共8页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第1页共8页三抚线三屯营至唐秦界段改建工程路基压实度评定表承包人:合同号：监理单位:编号:日期：结构类型tａ/值表取样点数95%保证率的90%保证率的评定段起止桩号234567891011121314151617181920212223242526272829304.4651.6861.1770.9530.8230.7340.6700.6200.5800.5460.5180.4940.4730.4550.4380.4230.4100.3980.3870.3760.3670.3580.3500.3420.3350.3280.3220.3160.3102.1761.0890.8190.6860.6030.5440.5000.4660.4370.4140.3930.3760.3610.3470.3350.3240.3140.3050.2970.2890.2820.2750.2690.2640.2580.2530.2480.2440.239层数压实度规定值K0（%）压实度检测值检测点数（n）平均值（k）测点数和保证率相关的系数tα/检测值均方差S＝第2页共8页第1页共8页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第2页共8页405060708090100＞1000.2660.2370.2160.1990.1860.1750.1661.6449/0.2060.1840.1670.1550.1450.1360.1291.2815/压实度代表值K＝k-stａ/≥K0结果评定备注计算：复核：技术负责人：三抚线三屯营至唐秦界段改建工程路面结构层压实度评定表承包人：合同号：监理单位：编号：日期：评定段起止桩号tａ/值表取样点数99%保证率的95%保证率的90%保证率的结构层次2345678910111213141522.5014.0212.2701.6761.3741.1881.0600.9660.8920.8330.7850.7440.7080.6784.4651.6861.1770.9530.8230.7340.6700.6200.5800.5460.5180.4940.4730.4552.1761.0890.8190.6860.6030.5440.5000.4660.4370.4140.3930.3760.3610.347压实度规定值（%）检测点数（n）平均值（K）测点数和%保证率相关的系数tａ/第3页共8页第2页共8页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第3页共8页161718192021222324252627282930405060708090100＞1000.6510.6260.6050.5860.5680.5220.5370.5230.5100.4980.4870.4770.4670.4580.4990.3830.3400.3080.2850.2660.2490.2362.3265/0.4380.4230.4100.3980.3870.3760.3670.3580.3500.3420.3350.3280.3220.3160.3100.2660.2370.2160.1990.1860.1750.1661.6449/0.3350.3240.3140.3050.2970.2890.2820.2750.2690.2640.2580.2530.2480.2440.2390.2060.1840.1670.1550.1450.1360.1291.2815/标准差压实度代表值K＝k—tａS/结果评定合格率计算：复核：技术负责人：三抚线三屯营至唐秦界段改建工程路面结构层厚度评定表承包人：合同号：监理单位：编号：日期：评定段起止桩号tａ/值表取样点数99%保证率的95%保证率的90%保证率的结构层次234522.5014.0212.2701.6764.4651.6861.1770.9532.1761.0890.8190.686厚度允许偏差（mm）S＝第4页共8页第3页共8页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第4页共8页6789101112131415161718192021222324252627282930405060708090100＞1001.3741.1881.0600.9660.8920.8330.7850.7440.7080.6780.6510.6260.6050.5860.5680.5220.5370.5230.5100.4980.4870.4770.4670.4580.4990.3830.3400.3080.2850.2660.2490.2362.3265/0.8230.7340.6700.6200.5800.5460.5180.4940.4730.4550.4380.4230.4100.3980.3870.3760.3670.3580.3500.3420.3350.3280.3220.3160.3100.2660.2370.2160.1990.1860.1750.1661.6449/0.6030.5440.5000.4660.4370.4140.3930.3760.3610.3470.3350.3240.3140.3050.2970.2890.2820.2750.2690.2640.2580.2530.2480.2440.2390.2060.1840.1670.1550.1450.1360.1291.2815/检测点数（n）平均值（X）测点数和%保证率相关的系数tａ/标准差厚度代表值XL＝X—tａS/极值结果评定合格率计算：复核：技术负责人：三抚线三屯营至唐秦界段改建工程水泥砂浆抗压强度评定表承包人：合同号：编号：S＝第5页共8页第4页共8页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第5页共8页监理单位：日期：工程项目砂浆设计标号项次统计项目统计数据1试件28天强度（Mpa）2试件组数3强度测定值合计（Mpa）4平均强度（Mpa）5评定结果试件的平均强度设计强度等级任意一组试件的强度设计强度等级的75%。评定...
