壓實度自動計算(管道素土回填-帶自動修約-自動生成樁號-自動判斷數(shù)據(jù)是否合格)

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管道壓實度試驗檢測記錄表（灌砂法）,,,,,,,,,,,,,,,,,,,,,,,,,,,

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試驗室名稱：,,LJ-1標段工地試驗室,,,,記錄編號：,,JL-2017-GDYSD-001,,,,,,,,,,,,,,桶加沙,,,,,

工程部位/用途,,,K3+328-K3+408（YS南11~YS南13）管道溝槽回填,,,委托編號,,/,,,,取樣段落,3328,3408,,,,,,,150灌砂筒,8500,,,,,

樣品名稱,,,壓實度,,,樣品編號,,YP-2017-GDYSD-001,,,,取樣樁號,,1,2,3,,右側(cè)樁號結(jié)果,,,200灌砂筒,20000,,,15灌砂筒,20灌砂筒,

試驗依據(jù),,,JTGE60-2008（T0921-2008）,,,樣品描述,,表面平整,,,,寬距（20m),,3338,3352,3379,合格,合格,,,土最大干密度,,最佳含水率,,椎體,椎體,

試驗條件,,,室外,,,試驗日期,,2017-05-21,,,,窄距（10m）,,3342,3359,3372,不合格,不合格,,,2.02,,10.2,,791,1974,

主要儀器設(shè)備及編號,,,電熱恒溫干燥箱（LJ1-031)Φ150灌砂筒（LJ1-059）30Kg電子天平（LJ1-038）2000g電子天平（LJ1-28）,,,,,,,,,,,,,,,,,,,,,,799,2000,

取樣樁號,,,,K3+338,,K3+352,,K3+379,,,,,,,,,,,,,試坑深度,要求壓實度（管頂）,要求壓實度（管側(cè)）,,794,1932,

層次,,,,1,,1,,1,,,,,,,,,,,,,19.8,89,87,,,,

"距管道中線橫向距離（左、右）

",,,,左側(cè)15cm,,左側(cè)20cm,,左側(cè)20cm,,,,,,,,,,,,,,,,,,,

試坑深度(cm),,,,20.9,,21.2,,20.9,,,,,,,,,,,,,,,,,,,

試驗用砂密度(g/cm3),,,,1.38,,1.38,,1.38,,,,,含水率,,,,取樣樁號,,,,,,,,,,

錐體,灌入錐體前筒內(nèi)砂質(zhì)量(g),,,8500,,8500,,8500,,,,,盒號,盒質(zhì)量,,,,距離,,,,,,,,,

,灌入錐體后筒內(nèi)砂質(zhì)量(g),,,7709,,7701,,7706,,,,0.815862776,1,37.15,,0.29,1,左側(cè)20cm,13,,,,,,,,

,錐體內(nèi)及基板和粗糙面間砂質(zhì)量(g),,,791,,799,,794,,,,0.187282586,2,38.09,,0.30,2,左側(cè)10cm,11,,,,,,,,

試坑體積、濕密度,灌入試坑前筒內(nèi)砂質(zhì)量(g),,,8500,,8500,,8500,,,,0.152215798,3,33.61,,0.95,3,左側(cè)12cm,1,,,,,,,,

,灌入試坑后筒內(nèi)剩余砂質(zhì)量(g),,,2727,,2671,,2738,,,,0.641784105,4,38.28,,0.21,4,左側(cè)13cm,17,,,,,,,,

,試坑內(nèi)砂質(zhì)量(g),,,4982,,5030,,4968,,,,0.644972767,5,39.87,,0.24,5,左側(cè)14cm,15,,,四舍六入五留雙,,,,,

,試坑體積(cm3),,,3610.0,,3645.1,,3600.3,,,,0.954799181,6,32.35,,0.90,6,左側(cè)15cm,3,,,,,,,,

,試坑中濕土質(zhì)量(g),,,7272,,7396,,7300,,,,0.3516685,7,32.98,,0.56,7,左側(cè)16cm,7,,,試坑中濕土質(zhì)量(g),,,7271.82,7395.61,7299.50

,濕密度(g/cm3),,,2.01,,2.03,,2.03,,,,0.84153944,8,34.78,,0.48,8,左側(cè)17cm,8,,,保留位數(shù),,,1,,

含水率測定,盒號,,,15,49,53,23,22,3,,,0.358029356,9,31.59,,0.57,9,左側(cè)18cm,6,,,,,,,,

,盒質(zhì)量(g),,,37.27,35.03,39.49,37.99,37.31,33.61,含水率判定,,0.160944191,10,38.07,,0.38,10,左側(cè)19cm,9,,,,,,,,

,盒+濕土質(zhì)量(g),,,106.96,103.67,99.14,106.08,100.60,87.65,0.4,,0.265422524,11,38.25,,0.21,11,左側(cè)20cm,16,,,,,,,,

,盒+干土質(zhì)量(g),,,99.96,96.99,93.31,99.35,94.34,82.27,-0.1,,0.648210534,12,32.46,,0.11,12,左側(cè)11cm,19,,,,,,,,

,干土質(zhì)量(g),,,62.69,61.96,53.81,61.36,57.03,48.67,-0.1,,0.175491235,13,38.88,,0.29,13,左側(cè)15cm,12,,,,,,,,

,水質(zhì)量(g),,,7.00,6.68,5.83,6.73,6.26,5.37,,,0.383642955,14,38.78,,0.95,14,左側(cè)16cm,2,,,,,,,四舍五入,

,含水率(%),,,11.2,10.8,10.8,11.0,11.0,11.0,平行試驗≤1,,0.764556508,15,37.27,,0.73,15,左側(cè)17cm,4,,,,,,,0,

,平均含水率(%),,,11.0,,10.9,,11.0,,與最佳誤差±2%,,0.845445882,16,37.95,,0.25,16,左側(cè)18cm,14,,,,,,,,

含石量測定,大于mm顆粒質(zhì)量(g),,,,,,,,,,,0.080483401,17,30.76,,0.13,17,左側(cè)19cm,18,,,,四舍六入五留雙,,,,

,含石量(%),,,,,,,,,,,0.334060355,18,37.85,,0.31,18,左側(cè)20cm,10,,,,,,,,

壓實度,試樣干密度(g/cm3),,,1.82,,1.83,,1.83,,,,0.859587262,19,32.25,,0.61,19,左側(cè)21cm,5,,,試樣干密度(g/cm3),,,1.815,1.829,1.826

,最大干密度(g/cm3),,,2.02,,2.02,,2.02,,,,0.857587098,20,35.95,,,,,,,,,保留位數(shù),,2,,

,實測壓實度(%),,,90.1,,90.6,,90.6,,,,0.938015618,21,31.02,,,,,,,,,,,,,

,要求壓實度（%）,,,87,,87,,87,,,,0.525620817,22,37.31,,,,,,,,實測壓實度(%),,,90.099,90.594,90.594

備注,,,,,,,,,,,,0.361053778,23,37.99,,,,,,,,,保留位數(shù),,1,,

試驗：復核：日期：年月日,,,,,,,,,,,,0.871254986,24,32.78,,,,,,,,,,,,,

,,,,,,,,,,,,0.428379584,25,37.16,,,,,,,,,,,,,

,,,,,,,,,,,,0.02202109,26,38.08,,,,,,,,,,,,,

,,,,,,,,,,,,0.117346465,27,36.03,,,,,,,,,,,,,

,,,,,,,,,,,,0.769092098,28,33.81,,,,,,,,,,,,,

,,,,,,,,,,,,0.520284855,29,37.88,,,,,,,,,,,,,

,,,,,,,,,,,,0.007655226,30,36.31,,,,,,,,,,,,,

,,,,,,,,,,,,0.007891651,31,30.23,,,,,,,,,,,,,

,,,,,,,,,,,,0.91262349,32,38.25,,,,,,,,,,,,,

,,,,,,,,,,,,0.433689756,33,32.97,,,,,,,,,,,,,

,,,,,,,,,,,,0.415746144,34,39.15,,,,,,,,,,,,,

,,,,,,,,,,,,0.096926435,35,33.56,,,,,,,,,,,,,

,,,,,,,,,,,,0.259008899,36,35.78,,,,,,,,,,,,,

,,,,,,,,,,,,0.99652454,37,38.54,,,,,,,,,,,,,

,,,,,,,,,,,,0.281654616,38,37.65,,,,,,,,,,,,,

,,,,,,,,,,,,0.480125513,39,32.58,,,,,,,,,,,,,

,,,,,,,,,,,,0.475482435,40,31.67,,,,,,,,,,,,,

,,,,,,,,,,,,0.456581059,41,32.81,,,,,,,,,,,,,

,,,,,,,,,,,,0.555388879,42,39.25,,,,,,,,,,,,,

,,,,,,,,,,,,0.915413365,43,32.98,,,,,,,,,,,,,

,,,,,,,,,,,,0.032538055,44,36.26,,,,,,,,,,,,,

,,,,,,,,,,,,0.966834354,45,32.11,,,,,,,,,,,,,

,,,,,,,,,,,,0.329111219,46,36.08,,,,,,,,,,,,,

,,,,,,,,,,,,0.633132342,47,31.25,,,,,,,,,,,,,

,,,,,,,,,,,,0.220837542,48,31.29,,,,,,,,,,,,,

,,,,,,,,,,,,0.251509803,49,35.03,,,,,,,,,,,,,

,,,,,,,,,,,,0.367082258,50,30.85,,,,,,,,,,,,,

,,,,,,,,,,,,0.428456979,51,38.40,,,,,,,,,,,,,

,,,,,,,,,,,,0.671297173,52,30.88,,,,,,,,,,,,,

,,,,,,,,,,,,0.9153681,53,39.49,,,,,,,,,,,,,

,,,,,,,,,,,,0.729581087,54,37.27,,,,,,,,,,,,,

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