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1、路基、路面结构压实度评定统计分析表项目名称： 合同号： 承包单位： 年 月 日序 号检查项目桩 号层 数实测值或实测偏差196959596972压34实56度78910计根据公式：算其中t为保证率系数， ，n为数据个数依高速、一级其他公路据置信度取值：基层、底基层路基、路面基层、底基层路基、路面99%95%95%90%计算式：算术平均值95.8计均方差= 0.837算压实度代表值9595(合格) n = 5=95K0= 950.953结构类型：0/KntaSKK1)(2nKKiSnKiKntaSKK/1)(2nKKiSnKiKnta/注：“结构类型”为空时，本表为沥青面层表，否则为路基、底基层
2、、基层表数据个数置信度值n0.990.950.9222.5014.4652.17634.0211.6861.08942.271.1770.81951.6760.9530.68661.3740.8230.60371.1880.7340.54481.060.670.590.9660.620.466100.8920.580.437110.8330.5460.414120.7850.5180.393130.7440.4940.376140.7080.4730.361150.6780.4550.347160.6510.4380.335170.6260.4230.324180.6050.410.31419
3、0.5860.3980.305200.5680.3870.297210.5520.3760.289220.5370.3670.282230.5230.3580.275240.510.350.269250.4980.3420.264260.4870.3350.258270.4770.3280.253280.4670.3220.248290.4580.3160.244300.4490.310.239310.4870.3060.236320.4760.3010.232330.4640.2970.229340.4530.2920.226350.4410.2880.223360.4290.2840.21
4、9370.4180.2790.216380.4060.2750.213390.3950.270.209400.3830.2660.206410.3790.2630.204420.3740.260.202430.370.2570.199440.3660.2540.197450.3620.2520.195460.3570.2490.193470.3530.2460.191480.3490.2430.188490.3440.240.186500.340.2370.184600.3080.2160.167700.2850.1990.155800.2660.1860.145900.2490.1750.1361000.2360.1660.129插插值值法法计计算算x0y0 x1y1x)(001010 xxxxyyyy