沥青路面压实度试验(表干法).doc

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1、沥青路面压实度试验(表干法)工程名称:104国道瓯海段大修工程试验编号:GLQ-YSD-0001委托单位瓯海区公路养护工程公司试验规程JTJ059-95,JTJ052-2000见证单位台州恒通监理公司取样日期2010-11-26样品描述无破损样品名称AC-20沥青芯样现场桩号左幅试验设备钻芯机;天平工程部位路面工程试验日期2010-11-27混合料种类AC-20水密度(g/cm3)1.00000压实度设计值(%)96马歇尔密度(g/cm3)2.338试件编号取样位置层位试件厚度(mm)试件在空气中质量(g)试件在水中质量(g)试件的表干质量（

2、g）试件密度(g/cm3)沥青混合料标准密度(g/cm3)压实度备注桩号横距(m)1K1916+800下面层621112.2625.51116.42.2662.33896.92K1917+180下面层601072.8600.41076.32.2542.33896.43K1916+600下面层581039.2577.51043.82.2292.33895.34K1916+850下面层601060.5595.41065.52.2562.33896.55K1917+060下面层631128.6630.71132.32.2502.33896.26K1

3、917+290下面层601070.1601.81075.12.2612.33896.77K1918+420下面层601075.8603.11078.92.2612.33896.78K1918+630下面层601068.5604.81073.72.2792.33897.59K1918+870下面层55986.2549.4989.92.2392.33895.810K1919+290下面层631125.5631.31129.82.2582.33896.611K1919+510下面层611094.7615.41099.22.2632.33896.81

4、2K1919+800下面层621112.5623.51116.62.2562.33896.513K1919+910下面层621111.1622.41116.12.2512.33896.314K1920+190下面层611092.5615.71097.72.2672.33897.015K1920+380下面层601070.4611.21075.52.3052.33898.616K1952+600下面层601065.7595.21069.42.2472.33896.117K1920+770下面层581038.9571.81042.72.2062.

5、33894.418K1921+010下面层591055.8592.21059.82.2582.33896.619K1954+220下面层55985.2555.2989.32.2702.33897.120K1921+510下面层591058.2586.21062.52.2222.33895.021K1921+730下面层601071.5600.21075.52.2542.33896.422K1921+910下面层581033.5573.41036.52.2322.33895.5测点数平均值(%)标准差S(%)变异系数Cv(%)保证率(%)压实度

6、代表值(%)95.5合格率(%)4296.40.7910.89596.495.2结论:该路段压实度合格。主检：审核人：批准：沥青路面压实度试验(表干法)工程名称:104国道瓯海段大修工程试验编号:GLQ-YSD-0001委托单位瓯海区公路养护工程公司试验规程JTJ059-95,JTJ052-2000见证单位台州恒通监理公司取样日期2010-11-26样品描述无破损样品名称AC-20沥青芯样现场桩号左幅试验设备钻芯机;天平工程部位路面工程试验日期2010-11-27混合料种类AC-20水密度(g/cm3)1.00000压实度设计值(%)96马歇

7、尔密度(g/cm3)2.338试件编号取样位置层位试件厚度(mm)试件在空气中质量(g)试件在水中质量(g)试件的表干质量（g）试件密度(g/cm3)沥青混合料标准密度(g/cm3)压实度备注桩号横距(m)23K1922+130下面层53950.3535.8955.82.2632.33896.824K1922+290下面层601052.4592.01058.42.2562.33896.525K1922+510下面层571023.5575.61028.52.2602.33896.726K1922+750下面层661185.8667.81189.

8、32.2742.33897.327K1922+880下面层611048.2590.31052.72.2672.33897.028K1923+070下面层571021