压实度汇总评价分析表承包单位：内江鸿达路桥实业总公司合同号：仁威路金花北段监理单位：内江市三利路桥监理事务所编号：代表路段： K1+538~K1+660 路基填方 0规定压实度 Ko =90%第 1 页共 2 页单5点压实度10实测值Ki（%）层 次12346789111213141516171819填前压实 93.293.892.493.491.892.792.492.792.992.692.290.792.393.293.892.391.993.192.393.491.591.891.692.792.792.592.491.995.394.193.093.895.792.692.692.592.490.393.493.093.791.893.392.491.892.191.592.592.092.190.492.993.391.995.192.393.193.792.192.292.993.291.591.793.392.494.692.693.393.292.692.092.592.492.392.492.893.293.191.291.995.991.893.692.292.293.591.492.590.993.393.694.692.593.493.092.592.092.192.192.692.192.992.292.792.294.292.991.792.894.290.494.291.992.391.492.393.195.292.492.392.592.492.991.892.191.892.492.695.292.393.391.192.590.992.