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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；天平工程部位路向1L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P取样位置层位试件厚度(mm)试件在空气中顾里(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/c
2、m3)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631128.6630.71132.32.2502.33896.26K1917+290下面层601070.1601.81075.12.2612.33896.77K1918+42
3、0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611094.7615.41099.22.2632.33896.812K1919+800下面层621112.5623.51116.62.2562.33896.513K1919+910下面层621111.1622.41116.
4、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581038.9571.81042.72.2062.33894.418K1921+010下面层591055.8592.21059.82.2582.33896.619K1954+220下面层55985.2555.2989.32.2702.33897.120K19
5、21+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(%)压实度彳t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
6、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；天平工程部位路向1L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R取样位置层位试件厚度(mm)试件在空气中X(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+
7、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661185.8667.81189.32.2742.33897.327K1922+880下面层611048.2590.31052.72.2672.33897.028K1923+070下面层571021.8566.71025.52.2272.33895.329K1923+310下面层561000.7562.71006.42.2552.33896.430K1923+530下面层54958.3539.7
8、962.82.2652.33896.931K1923+750下面层581035.8579.91038.82.2572.33896.532K1923+920下面层601059.5595.71065.22.2572.33896.533K1924+200下面层631128.8628.81133.72.2362.33895.634K1924+370下面层621116.8623.81119.12.2552.33896.435K1924+650下面层601072.7598.51075.82.2472.33896.136K1924+890下面层661185.8653.71189.22.2142.33894.
9、737K1925+080下面层601075.1609.51079.32.2882.33897.938K1925+280下面层581035.8579.71038.82.2562.33896.539K1925+500下面层611091.3611.41096.52.2502.33896.240K1925+750下面层631124.8633.51128.62.2722.33897.241K1926+020下面层591055.4588.21058.22.2462.33896.142K1926+300下面层591052.8590.61056.82.2582.33896.6测点数平均值(%)标准差S(%)变
10、异系数Cv(%)保证率(%)压实度彳t表值(%)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-0002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沥青芯样现场桩号右幅试验设备钻芯机；天平工程部位路向1L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.
11、338试件编p取样位置层位试件厚度(mm)试件在空气中X(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3(g/cm)压实度备注桩号横距(m)1K1916+820下面层6010735602.51078.32.2562.33896.52K1916+400下面层611095.5614.81099.32.2612.33896.73K1916+600下面层651165.5651.71169.32.2522.33896.34K1916+900下面层631124.5627.51128.12.2462.33896.15K1917+100下面层581035.1575.91039.52.2332.33895.56K1917+280下面层601071.9602.41075.92.2642.33896.87K1918+450下面层55982.5553.9988.12.2632.33896.88K1918+660下面层591057.9590.41063
