水泥稳定碎石基层试验段施工总结

6.4291206.3880.2030.1627m1206.1861206.3811206.3440.1950.1589m1206.1461206.3271206.2910.1810.145均值0.19960.160松铺系数=1.25?横坡=2.25%桩号底基层顶面高程摊铺高程压实后高程松铺厚度压实厚度lm1203.1081203.3361203.2830.2280.1753m1203.0641203.2851203.2340.2210.170K34+900(左幅)5m1203.0281203.2471203.1970.2190.1697m1202.9811203.2141203.1600.2330.1799m1202.9421203.1501203.1020.2080.160均值0.2220.171松铺系数=1.30?横坡=2.26%5.44.95.35.24.85.24.95.35.45.15.65.35.55.1水泥剂量检测结果汇总表单位:%压实度检测结果汇总表?单位:%95949810199.41029998.9厚度检测结果汇总表?单位:cm16.215.915.616.417.917.416.615.46578554257562756857545856156475625782143平整度检测结果汇总表单位:mm桩号左边桩(距中央分隔带10.5m)中桩(距中央分隔带lm)K34+7581207.5651207.754K34+7711207.1891207.376K34+7961206.4151206.604K34+8271205.4221205.616K34+8451204.8491205.032K34+8721203.9851204.176K34+9011203.0691203.246K34+9321202.2151202.256高程检测结果汇总表实测高程单位:m