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规格(mm)16-31.59.5-164.75-9.52.36-4.750-2.36沥青相对密度毛体积相对密度2.6962.6972.6862.6772.6441.04表观相对密度2.7272.7352.7342.7292.724沥青含量(%)比例1822204333.85沥青吸收系数C123414.064.564.564.764.464.51188.11188.2697.52.42124.063.463.363.363.563.41190.71192.2699.62.41734.063.963.963.863.763.81189.01189.5698.42.42144.062.862.762.662.962.81190.71192.0701.42.42754.063.763.763.863.763.71189.11190.0699.62.42564.062.462.662.262.262.41188.81189.4700.02.429K1.82K1.82K1.82KS0.004S0.197S1.048S密度2.423空隙率4.7饱和度63.9间隙率备注试验者:校核者:3.5~655~70施工单位自检意见:本试验符合JTJ052-2000规程要求。日期:监理意见:毛体积相对密度空隙率(%)VV饱和度(%)VFA矿料间隙率(%)VMA毛体积相对密度3试件编号油石比(%)试件高度(mm)试件平均高度(mm)试件空气中质量(g)饱和面干中质量(g)试件水中质量(g)矿粉矿料合成毛体积相对密度γsb2.684矿料合成表观相对密度γsa2.684矿料有效相对密度γse监理单位工程部位混合料种类:AC-25击实温度:150℃撞击次数:两面各75次沥青混合料马歇尔试验记录工程名称:合同号:试验编号:承包单位试验单位2.6760.322.7283.542.6981.7合矿吸水率WX7.064.822.5424.813.063.111.8726.14.54831.50.00411002.5424.913.262.911.7326.44.4434.750.004138.42.5424.813.063.111.7526.24.4852.360.008229.52.5424.512.864.811.5327.14.2551.180.016421.22.5424.612.964.311.7626.44.4550.60.028713.52.5424.412.765.411.8626.04.5620.30.06148.8K1.82K1.820.150.12296.4S0.123S0.3930.0750.32776.0稳定度11.8流值26.463.31188.5≥12≥815~40监理意见:日期:流值(0.1mm)马歇尔模数(KN/mm)1.82流值(0.1mm)0.1812.9理论最大相对密度空隙率VV(%)矿料间隙率VMA(%)饱和度VFA(%)稳定度(KN)粉胶比FB沥青膜有效厚度DA(um)矿料合成毛体积相对密度γsb被集料吸收的沥青结合料比列Pba(%)集料的比表面积SA(m2/Kg)矿料合成表观相对密度γsa有效沥青含量Pbe(%)矿料有效相对密度γse撞击次数:两面各75次试验日期:沥青混合料马歇尔试验记录工程名称:合同号:试验编号:
本文标题:沥青马歇尔计算表
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