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压实度评定表

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附录表 B 路基、路面压实度评定表

工程项目名称:会理县爱国乡、芭蕉乡、槽元乡通乡油路工程C标段施工单位:四川省泸县第五建筑工程有限公司

分项工程名称196.396.5296.696.6396.396.6496.89659697.1696.996796.196.2896.596.2施工路段压 实 度(%)996.296.21096.196.211971296.51396.71495.71597.61696.11796.41896.71997.12097.2监理单位:新疆昆仑工程监理有限责任公司

要求压实度 K096评 定 结 果 检测点数 n =30点ta/√n =0.31平均值 k =96.4896.35K0K0 =96保证率n23456789101112131415161718192099%22.5014.0212.271.6761.3741.1881.060.9660.8920.8330.7850.7440.7080.6780.6510.6260.6050.5860.568附表B ta/√n 值95%4.4651.6861.1770.9530.8230.7340.670.620.580.5460.5180.4940.4730.4550.4380.4230.410.3980.38790%2.1761.0890.8190.6860.6030.5440.50.4660.4370.4140.3930.3760.3610.3470.3350.3240.3140.3050.297保证率n21222324252627282930405060708090100>10099%0.5520.5370.5230.510.4980.4870.4770.4670.4580.4490.3830.340.3080.2850.2660.2490.2362.2365√n95%0.3760.3670.3580.350.3420.3350.3280.3220.3160.310.2660.2370.2160.1990.1860.1750.1661.6449√n90%0.2890.2820.2750.2690.2640.2580.2530.2480.2440.2390.2060.1840.1670.1550.1450.1360.1291.2815√n标准差 S =0.43压实度代表值 K =①②③K≥Ki 大于等于Ko减2个百分点的个数 Ki 小于规定极值的个数 当满足K≥Ko,并且 Ki=0 时,按Ki 大于等于Ko减2个百分点的个数计算合格率. 当K<Ko,或 Ki≥1 时,评定路段压实度不合格.结 论:计算:

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