水泥稳定级配碎石底基层试验段松铺系数计算汇总表
点号1#2#3#4#5#6#7#8#9#10#11#12#13#下承层标高压实前标高压实后标高松铺厚度(m)压实后厚度(m)松铺系数45.04145.17445.30044.91045.23744.85044.77144.08144.51744.63844.24444.37844.50345.30545.43845.56045.17445.50245.09945.03344.34944.77544.344.51844.63944.770平均值45.24745.37045.50845.10745.43245.034.97944.27344.71044.83244.44344.57744.7120.20.20.2600.20.2650.2490.2620.2680.2580.2550.2740.2610.2670.2620.2060.1960.2080.1970.1950.1860.2080.1920.1930.1940.1990.1990.2090.1991.281.351.251.341.361.341.261.401.341.311.381.311.281.32 测量： 计算： 复核： 技术负责人：
