表面振动压实仪法最大干密度试验记录

108国道零口至马召改建工程,,,,,,,,,,,,,,,,,,,,,,,,,,,

表面振动压实仪法最大干密度试验记录,,,,,,,,,,,,,,,,,,,,,,,,,,,

试验日期,,,,,,,,,报告日期,,,,,,,,,,,,,,,,,,

样品名称,,,,,,,,,初拟用途,,,,,,,,,,,,,,,,,,

样品来源,,,,,,,,,试验依据,,,,,,,,,,,,,,,,,,

主要,使用的主要仪器、设备名称,,,,,规格型号,,,受控编号,,,检定/校准日期,,设备状态,,,备注,,,,,,,,,,

仪器,表面振动压实仪,,,,,,,,,,,,,,,,,,,,,,,,,,

设备,,,,,,,,,,,,,,,,,,,,,,,,,,,

试料最大粒径,40mm,,单个试样振动时间,,,,360,,,全振幅,,1080,,,,,,,,,,,,,,,

试验方法,,,单个试验重量,,,,34,,,振动频率,,,,,,,,,,,,,,,,,

试验方法,含石量（％）,,,,,,,,,,,,,,,,,,,,,,,,,,

,30,,,40,,,,50,,,,60,,,70,,,,,,,,,,,,

试桶+试样质量（㎏）,51.06,,,51.16,,,,51.2,,,,51.88,,,52.28,,,,,,,,,,,,

试桶质量（㎏）,22.44,,,22.44,,,,22.44,,,,22.44,,,22.44,,,,,,,,,,,,

试样质量（㎏）,28.62,,,28.72,,,,28.76,,,,29.44,,,29.84,,,,,,,,,,,,

试桶容积,14200,,,14200,,,,14200,,,,14200,,,14200,,,,,,,,,,,,

（㎝³）,,,,,,,,,,,,,,,,,,,,,,,,,,,

试桶横断面积（㎝²）,615.75,,,615.75,,,,615.75,,,,615.75,,,615.75,,,,,Y,X,,,,,,

试桶高（㎜）,2500,,,2500,,,,2500,,,,2500,,,2500,,,,,2.1658,30,34.84559555,,2.1658,30,2.1658,30

试样表面至试桶顶面距离（㎜）,16.0,,,15.5,,,,17,11.5,11.5,,17,,,16.5,,,,,2.1683,40,35.90699068,,2.2382,60,2.189944783,40

"试样体积

（M³）",0.0132148,,,0.0132456,,,,0.0131532,0.0000000,0.0000000,,0.0131532,,,0.0131840,,,,,2.1865,50,43.64923,,2.189944783,40,2.214089566,50

,,,,,,,,,,,,,,,,,,,,2.2382,60,65.59818178,,2.214089566,50,2.2382,60

试样干密度（ɡ／㎝³）,2.1658,,,2.1683,,,,2.1865,#DIV/0!,#DIV/0!,,2.2382,,,2.2633,,,,,2.2633,70,76.2601163,,,,,

最大干密度（ɡ／㎝³）,2.165753549,,,2.168269244,,,,2.186536002,,,,2.238234349,,,2.263347369,,,B,0.00235539,,,,,0.002414478,,,

两个试验值偏差范围（％）,0.0000,,,0.0000,,,,0.0000,,,,0.0000,,,0.0000,,,A,2.083725015,,,,,2.093365651,,,

标准差（S）,,,,,,,,,,,,,,,,,,,,,,,,,,,

监理意见：,Y=,0.00235539,,X,+,,2.083725015,,,,,,,,,,,Y=,0.00235539,x,+,2.083725015,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,

试验：计算：复核：,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,Y,X,X1,,,,,,

,,,,,,,,,,,,,,,,,,,2.16580,30,34.84559555,,,,,,

,,,,,,,,,,,,,,,,,,,2.16830,40,35.90699068,,,,,,

,,,,,,,,,,,,,,,,,,,2.23823,60,65.59818178,,,,,,

,,,,,,,,,,,,,,,,,,,2.26335,70,76.2601163,,,,,,

,,,,,,,,,,,,,,,,,,,2.18654,50,43.649232,,,,,,

,,,,,,,,,,,,,,,,,,,0.00235539,,,,,,,,

,,,,,,,,,,,,,,,,,,,2.08373,,,,,,,,

,,,,,,,,,,,30,2.02,,,2.0236,,,30,,,,,,,,,

,,,,,,,,,,,40,2.08,,,2.0796,,,40,,,,,,,,,

,,,,,,,,,,,50,2.14,,,2.1356,,,50,,,