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沥青路面全深式就地冷再生技术与传统施工技术综合技术经济对比分析

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据汇总第2页共3页压实度极值(%)93.0%压实度规定值(%)97.0%施工段落(路幅)检测日期试验结果(%)是否合格K222+260-K223+000(左)2012.08.2197.497.997.998.897.697.698.897.597.8是97.498.497.897.897.498.6K221+550-K222+260(左)2012.08.2299.297.098.098.999.298.899.297.999.1是98.598.099.099.498.6K220+650-K221+550(左)2012.08.2397.398.998.597.798.497.397.598.397.7是98.997.499.598.497.398.698.2K219+650-K220+650(左)2012.08.2497.498.697.498.597.097.098.598.199.6是99.797.599.097.797.997.399.297.197.398.098.0K219+000-K219+650(左)2012.08.2598.299.299.597.999.198.299.399.397.8是99.498.399.099.5K218+000-K219+000(左)2012.08.2698.199.097.197.199.398.599.598.898.8是97.397.197.897.297.998.097.397.399.399.5K217+500-K218+000(左)2012.08.2798.199.097.897.897.797.898.398.999.4是97.0K217+030-K217+440(左右)2012.08.2899.598.198.798.898.298.798.899.097.3是97.497.899.497.999.698.398.7

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