压实度评定表(自动计算出结果3.pdf

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1、路基压实度评定统计分析表项目名称：南充化学工业园河西片区规划四路三路A标段承包单位：中尧实业集团有限公司检 查 桩 号序 检查K0+305-K0+400号 项目实测值或实测偏差合同号：A 工 程 名 称填方93区12345678910度11121314实压9594.194.194.696.495.59594.693.796.495.995.593.796.496.89596.39593.693.295.593.79595.593.296.894.195.996.495.596.493.29593.29595994.196.395.996.893.796.395.594.694.194.994.

2、195.595.696.893.793.794.693.296.893.793.593.795.994.693.296.893.296.895.996.49593.794.694.695.995.593.7 94.194.995.596.494.1959595.99593.293.893.993.793.793.294.194.196.493.794.696.896.596.495.595.994.695.995.596.895.596.493.29595.593.295.994.19596.496.893.795959593.296.896.594.694.1959594.693.296.8

3、94.693.296.894.196.895.993.795.596.894.195.995.99595.995.594.196.894.195.996.993.796.993.794.994.195.595.696.893.793.794.693.296.893.793.593.795.994.693.296.893.296.895.996.49593.794.694.695.995.593.7 94.194.995.596.494.1959595.99593.293.893.993.793.793.294.194.196.493.794.696.896.596.495.595.994.6计

4、 根据公式：K K tSn K02(K K)S 算 其中t为保证率系数，iK Knin1，n为数据个数其他公路基层、底基层路基、路面95%90%依置信度取值：据计算式：算术平均值K 计均方差算 压实度代表值S 高速、一级基层、底基层路基、路面99%95%iKni99.260.505n K0(K K)2n1K K tS 91.993(不合格)Kmin= 93.2n=20493= 90%Kmax=959 K0= 93%93结构类型： 路基t填表人：n 0.121规定极值= 93%监理工程师：路基压实度评定统计分析表项目名称：南充化学工业园河西片区规划四路三路A标段承包单位：中尧实业集团有限公司检

5、查 桩 号序 检查K0+305-K0+400号 项目实测值或实测偏差合同号：A 工 程 名 称填方94区12345678910度11121314实压95.596.8959594.696.496.896.497.797.396.495.596.894.196.894.69595.997.396.995.995.596.494.696.895.5计 根据公式：K K tSn K02(K K)S 算 其中t为保证率系数，iK Knin1，n为数据个数其他公路基层、底基层路基、路面95%90%依置信度取值：据计算式：算术平均值K 计均方差算 压实度代表值S 高速、一级基层、底基层路基、路面99%95%

6、iKni960.988n K0(K K)2n1K K tS 95.694(合格)Kmin= 94.6n=2694= 90%Kmax= 97.7 K0= 94%94结构类型： 沟槽回填t填表人：n 0.35规定极值= 94%监理工程师：路基压实度评定统计分析表项目名称：南充化学工业园河西片区规划四路三路A标段承包单位：中尧实业集团有限公司检 查 桩 号序 检查号 项目实测值或实测偏差合同号：A 工 程 名 称填方96区12345678910度11121314实压97.798.698.296.496.898.697.799.197.396.896.498.298.696.897.797.398.2

7、96.4计 根据公式：K K tSn K02(K K)S 算 其中t为保证率系数，iK Knin1，n为数据个数其他公路基层、底基层路基、路面95%90%依置信度取值：据计算式：算术平均值K 计均方差算 压实度代表值S 高速、一级基层、底基层路基、路面99%95%iKni97.60.867n K0(K K)2n1K K tS 97.396(合格)Kmin= 96.4n=1896= 90%Kmax= 99.1 K0= 96%96结构类型： 路基t填表人：n 0.35规定极值= 96%监理工程师：附表B t附表B tan值值保证率n12345678910111213141516171819保证99

8、%95%90%率n22.54.465 2.176210.552 0.376 0.28999%95%90%4.021 1.686 1.0892.271.177 0.8191.676 0.953 0.6861.374 0.823 0.6031.188 0.734 0.5441.060.670.50.9660.620.4660.8920.580.4370.833 0.546 0.4140.785 0.518 0.3930.744 0.494 0.3760.708 0.473 0.3610.678 0.455 0.3470.651 0.438 0.3350.626 0.423 0.3240.6050.

9、410.3140.586 0.398 0.3050.568 0.387 0.2972223242526272829304050607080901000.537 0.367 0.2820.523 0.358 0.2750.510.350.2690.498 0.342 0.2640.487 0.335 0.2580.477 0.328 0.2530.467 0.322 0.2480.458 0.316 0.2440.4490.310.2390.383 0.266 0.2060.340.237 0.1840.308 0.216 0.1670.285 0.199 0.1550.266 0.186 0.1450.249 0.175 0.1360.236 0.166 0.129100 2.327 1.645 1.282