(编号: )
建设项目： 合同号:BNLM-13施工单位： 施工路段: K120+000-K135+000 分项工程: 底基层试样编号: 取样地点: 料场 取样说明: (9.5-19)mm碎石第一组第二组干燥试样总量(g)30003000平均水洗后筛上总量(g)29912987水洗后0.075mm下量9130.075mm通过率(%)0.30.40.4分计筛余累计筛余通过百分率分计筛余累计筛余通过百分率通过百分率 筛孔尺寸(mm)筛上重(g)筛上重(g)(%)(%)(%)(%)(%)(%)(%)31.526.50.00.00.0100.00.00.00.0100.0100.01916.90.60.699.420.40.70.799.399.416304.610.210.889.2376.012.613.386.788.0水13.21305.643.654.445.61279.442.756.044.044.8洗9.51246.341.696.04.01207.640.396.33.73.9后4.7570.82.498.41.664.72.298.51.51.6干2.3630.21.099.40.623.30.899.30.70.6筛1.182.70.199.50.53.30.199.40.60.6法0.61.00.099.50.51.20.099.40.60.6筛分0.31.00.099.50.50.40.099.40.60.60.152.10.199.60.41.60.199.50.50.50.0753.50.199.70.32.70.199.60.40.4筛底00干筛后总量(g)2984.799.72980.699.6损耗(g)6.36.4损耗率(%)0.210.21扣除损耗后总量(g)2993.72993.6依据JTG E42-2005试验100 90 80 70 60 50 40 30 20 通过百分率(%)试验: 计算: 复核: 日期: 2006.3.31123456789101112130.3120.4260.5820.7951.0771.4722.0162.7453.1933.4823.7624.374.723
5试验规程31.526.5191613.2粒径(mm)9.54.752.361.180.6 0.30.150.0750 20 10 0
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