样品编号委托编号取样地点样品状态描述0试验计算复核试验日期2010.09.10委托日期2010.09.09四道土场温度(℃)相对湿度(%)示值范围分辨力管理编号型号09-09-001记录编号2010-09-09-001W-T-2010-09-09-001仪器设备及环境条件仪器设备名称TB10102-2004采用标准6040风干试样总质量mB(g)2mm筛上试样质量(g)2mm筛下试样质量(g)筛析法颗粒分析试验记录112.55248.5248.566200无超粒径土块685.51000314.5685.50100.0分计留筛试样质量(g)10001000100.0小于该孔径的试样质量百分数mA/mB(%)小于该孔径占试样总质量百分数X=[mA/mB]×dx(%)小于0.075mm的试样占试样总质量百分数dx(%)小于2mm的试样占试样总质量百分数dx(%)细筛分析时所取试样质量(g)累计留筛试样质量(g)小于该孔径的试样质量mA(g)7.968.6附注:该土不均匀系数Cu为16.67,曲率系数Cc为3.63属于级配不好的砾砂。B组筛底存留(g)细筛248.5314.5685.5100.0分析筛类别孔径(mm)粗筛100100.0934100.0100.0001000100.0020.50.2517.51244.5119131982.593.493.417.598.398.342757383.657.3314.5685.568.668.668.6671.5328.547.932.9790.5209.530.621.0颗粒大小单对数分部曲线:921.578.511.57.9散失量(g)0散失量百分数(%)78.50.0750.010.020.030.040.050.060.070.080.090.0100.00.010.1110100表号:铁建试录128批准文号:铁建设[2009]027号样品编号委托编号取样地点样品状态描述0.07委托日期2010.09.17筛析法颗粒分析试验记录09-15-002记录编号2010-09-15-002温度(℃)相对湿度(%)2010.09.15管理编号示值范围分辨力施工现场试验日期W-T-2010-09-15-002仪器设备及环境条件仪器设备名称型号无超粒径土块采用标准TB10102-2004风干试样总质量mB(g)5000小于0.075mm的试样占试样总质量百分数dx(%)2.9小于该孔径的试样质量mA(g)小于该孔径的试样质量百分数mA/mB(%)小于该孔径占试样总质量百分数X=[mA/mB]×dx(%)细筛分析时所取试样质量(g)1459.7累计留筛试样质量(g)29.28351801.499.9966.4403080.680.6孔径(mm)分计留筛试样质量(g)40966.43536.7小于2mm的试样占试样总质量百分数dx(%)2mm筛上试样质量(g)4996.499.9063.92mm筛下试样质量(g)1459.7粗筛600分析筛类别63.910563.22364.62631.852.652.631952029.229.25484.62849.22147.242.942.92687.51459.7100.03536.71459.7细筛2687.53536.70.5471313.019.45.729.21309.83846.51149.978.823.0651.74849.2147.2498.24344.710.144.6136.2附注:0.25368.3283.42.90.075散失量百分数(%)颗粒大小单对数分部曲线:筛底存留(g)147.2散失量(g)3.60.0010.0020.0030.0040.0050.0060.0070.0080.0090.00100.000.010.1110100表号:铁建试录128批准文号:铁建设[2009]027号试验计算复核监理试验工程师干死小日本