水稳压实度计算

,江西省永修至武宁高速公路工程项目,,,,,,,,,,,,,,,,

,压实度试验记录表(灌砂法),,,,,,,,,,,,,,,,

,承包单位：,,江西省公路机械工程局,,,,,合同段：,,P1,,,,,,,

,监理单位：,,湖南省交通建设工程监理公司,,,,,本表编号：,,,,,,,,,

,工程名称,,路基土方,,施工路段,,DK0+335~DK0+525.34,,试验单位,,P1标试验室,,,31,336.2,1,36

,土场名称,,K485+420处取土场,,试样名称,,细粒土砂SF,,试验规程,,JTGE40-2007,,,32,337.1,2,35

,试样描述,,浅黄色,,用途,,路基填筑,,试验负责人,,,,,33,337.4,3,37

,填筑层次,,,,总层数,,,击实代号,,,,,,34,332.8,4,14

,测点位置,,桩号及位置,,,,,,,,,,,35,333.6,5,20

,,,,,,,,,,,,,,36,337.9,6,5

,,,标高（m）,,,,,,,,,,,37,335.8,7,28

,灌砂筒质量+砂质量(g),,,,20000,,20000,,20000,,20000,,,38,337.9,8,26

,灌砂筒质量+剩余砂质量(g),,,,11043,,10913,,11924,,11017,,,39,335.6,9,

,基板与灌砂筒三角锥砂的质量(g),,,,1541,,2010,,1261,,1634,,,40,331.7,10,

,试坑耗砂量(g),,,,7416,,7077,,6815,,7349,,,41,336.5,11,

,量砂密度（g/cm3）,,,,1.401,,1.401,,1.401,,1.401,,,42,337.3,12,

,试坑体积(cm3),,,,5293,,5051,,4864,,5246,,,43,338.1,13,

,,,,,,,,,,,,,,44,334.4,14,

,标定前砂+容器重,,,,11643,,11643,,11643,,11643,,,45,331.6,15,

,标定后砂+容器重,,,,10102,,9633,,10382,,10009,,,46,335.2,16,

,湿土质量(g),,,,12821,,12300,,11782,,12705,,,47,336.6,17,

,湿密度(g/cm3),,,,2.422,,2.435,,2.422,,2.422,,,48,332.9,18,

,,盒号,,,18,22,25,29,14,5,21,23,,49,335.4,19,

,,盒+湿土质量(g),,,2227.0,2300.6,2206.5,2224.6,2324.2,2372.5,2125.4,2272.8,,50,337.1,20,

,含,盒+干土质量(g),,,2129.7,2201.9,2117.6,2139.0,2226.4,2272.4,2038.3,2175.4,,51,337,21,

,水,盒质量(g),,,102.7,101.6,96.5,100.8,101.4,96.6,103.6,102.9,,52,335.8,22,

,量,水份质量(g),,,97.3,98.7,88.9,85.6,97.8,100.1,87.1,97.4,,53,337.6,23,

,,干土质量(g),,,2027.0,2100.3,2021.1,2038.2,2125.0,2175.8,1934.7,2072.5,,54,333.2,24,

,,含水量(%),,,4.8,4.7,4.4,4.2,4.6,4.6,4.5,4.7,,55,335.2,25,

,,平均含水量(%),,,4.8,,4.3,,4.6,,4.6,,,56,338.5,26,

,干密度(g/cm3),,,,2.311,,2.335,,2.315,,2.315,,,57,334.9,27,

,最大干密度(g/cm3),,,,2.368,,,,最佳含水量(%),,4.7,,,58,333.7,28,

,压实度(%),,,,97.6,,98.6,,97.8,,97.8,,,59,331.6,29,

,结论：该层压实度试验数据符合JIGF10-2006路基施工技术规范要求。,,,,,,备注：,,,,,,,60,335.8,30,

,,,,,,,,,,,,,,31,0,31,

,,,,,,,,,,,,,,32,0,32,

,,,,,,,,,,,,,,33,0,33,

,试验：,,,,复核：,,监理工程师：,,,日期：,,,,34,0,34,

,,,,,,,,,,,,,,35,0,35,

,,,,,4.8,,4.3,,4.6,,4.6,,,36,0,36,

,,,,,2.31,,2.33,,2.32,,2.32,,,37,0,37,

,,,,,,,,,,,,,,38,0,38,

,,,,,97.6,,98.6,,97.8,,97.8,,,39,0,39,

,,,,,,,,,,,,,,40,0,40,

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