路床回填彎沉記錄工程名稱:思菩蘭西路南延建設工程四標段施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路床起止樁號:K0+000-K0+300試驗時間:2008.10.25設計彎沉值:246.5×10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(左幅)行車道(右幅)行車道()百分表讀數(shù)回彈值百分表讀數(shù)回彈值百分表讀數(shù)回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)k0+000左075150060120右010020004590k0+020左0110220065130右0100200075150k0+040左080160070140右010020004590k0+060左04080065130右090180060120k0+080左04080060120右04080065130k0+100左088176070140右050100085170k0+120左03570080160右03570080160k0+140左080160095190右0100200090180k0+160左085170090180右0100200080160k0+180左090180090180右0110220070140k0+200左01002000100200右01002000110220k0+220左01002000100200右085170090180k0+240左060120080160右070140095190k0+260左050100090180右03570075150試驗:記錄:計算:路床回填彎沉記錄工程名稱:思菩蘭西路南延建設工程四標段施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路床起止樁號:K0+000-K0+300試驗時間:2008.10.25設計彎沉值:246.5×10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(左幅)行車道(右幅)行車道()百分表讀數(shù)回彈值百分表讀數(shù)回彈值百分表讀數(shù)回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)k0+280左0255004590右050100050100k0+300左065130065130右090180080160左00右00左00右00左00右00左00右00左00右00左00右00左00右00左00右00左00右00左00右00左00右00左00右00結(jié)論:沒有不合格的值，n=64X=74.8S=22.13Lr=1.645S+X=111.376將3S+X的特異值舍去:X+3S=141.3X-3S=8.6試驗:記錄:計算:路床回填彎沉記錄工程名稱:思菩蘭西路南延建設工程四標段施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:K0+000-K2+000試驗時間:2009.4.29設計彎沉值:23.5×10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(左幅)行車道(右幅)行車道()百分表讀數(shù)回彈值百分表讀數(shù)回彈值百分表讀數(shù)回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)1k0+000左06120510右091806122k0+020左07140816右051007143k0+040左06120918右081609184k0+060左07140816右071407145k0+080左07140816右091805106k0+100左06120612右08160367k0+120左07140612右091805108k0+140左08160816右071409189k0+160左05100714右09180102010k0+180左07140816右0918091811k0+200左08160714右0714081612k0+220左06120510右0510061213k0+240左07140510右081604814k0+260左06120510右09180816試驗:記錄:計算:路床回填彎沉記錄工程名稱:思菩蘭西路南延建設工程四標段施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:K0+000-K2+000試驗時間:2009.4.29設計彎沉值:23.5×10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(左幅)行車道(右幅)行車道()百分表讀數(shù)回彈值百分表讀數(shù)回彈值百分表讀數(shù)回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)15k0+280左09180714右0612051016k0+300左08160918右0510091817k0+320左07140918右0816081618k0+340左0480714右0510061219k0+360左07140816右0816071420k0+380左05100918右0612081621k0+400左08160816右0714091822k0+420左09180714右0510051023k0+440左06120612右0612071424k0+460左051001020右048071425k0+480左0360816右0510091826k0+500左06120816右0918091827k0+520左08160918右0714071428k0+540左08160510右0480612試驗:記錄:計算:路床回填彎沉記錄工程名稱:思菩蘭西路南延建設工程四標段施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:K0+000-K2+000試驗時間:2009.4.29設計彎沉值:23.5×10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(左幅)行車道(右幅)行車道()百分表讀數(shù)回彈值百分表讀數(shù)回彈值百分表讀數(shù)回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)29k0+560左07140918右0510081630k0+580左061201020右048081631k0+600左0480816右0510071432k0+620左06120816右0510051033k0+640左08160612右0510051034k0+660左06120612右0918061235k0+680左06120612右0816051036k0+700左07140816右0816071437k0+720左08160816右0918091838k0+740左051001020右06120112239k0+760左08160714右0714081640k0+780左0480918右0510061241k0+800左06120510右0918081642k0+820左08160612右07140816試驗:記錄:計算:路床回填彎沉記錄工程名稱:思菩蘭西路南延建設工程四標段施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:K0+000-K2+000試驗時間:2009.4.29設計彎沉值:23.5×10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(左幅)行車道(右幅)行車道()百分表讀數(shù)回彈值百分表讀數(shù)回彈值百分表讀數(shù)回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)43k0+840左061201020右0510051044k0+860左07140816右0816091845k0+880左09180612右0816081646k0+900左09180714右0714081647k0+920左05100918右0612051048k0+940左08160612右01020081649k0+960左09180714右091804850k0+980左07140510右0510081651K1+000左0480918右0816051052K1+020左07140612右091804853K1+040左08160816右0714061254K1+060左06120510右0510061255K1+080左08160816右0714071456K1+100左09180816右08160918試驗:記錄:計算:路床回填彎沉記錄工程名稱:思菩蘭西路南延建設工程四標段施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:K0+000-K2+000試驗時間:2009.4.29設計彎沉值:23.5×10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(左幅)行車道(右幅)行車道()百分表讀數(shù)回彈值百分表讀數(shù)回彈值百分表讀數(shù)回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)57K1+120左09180714右0816081658K1+140左09180714右0918071459K1+160左06120918右0510071460K1+180左06120918右036091861K1+200左05100816右048071462K1+220左07140816右0816091863K1+240左05100816右048071464K1+260左07140816右0816091865K1+280左05100510右0612071466K1+300左09180816右0714061267K1+320左08160918右048081668K1+340左05100612右0918051069K1+360左06120714右0510081670K1+380左08160918右07140816試驗:記錄:計算:路床回填彎沉記錄工程名稱:思菩蘭西路南延建設工程四標段施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:K0+000-K2+000試驗時間:2009.4.29設計彎沉值:23.5×10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(左幅)行車道(右幅)行車道()百分表讀數(shù)回彈值百分表讀數(shù)回彈值百分表讀數(shù)回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)71K1+400左05100918右0714091872K1+420左08160612右0510051073K1+440左09180612右0510051074K1+460左06120510右0714051075K1+480左08160612右0714081676K1+500左08160714右071404877K1+520左07140918右0612091878K1+540左08160816右0918071479K1+560左08160816右0918051080K1+580左07140612右0816051081K1+600左05100816右0612071482K1+620左0816048右0918051083K1+640左08160816右071404884K1+660左0816048右09180510試驗:記錄:計算:路床回填彎沉記錄工程名稱:思菩蘭西路南延建設工程四標段施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:K0+000-K2+000試驗時間:2009.4.29設計彎沉值:23.5×10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(左幅)行車道(右幅)行車道()百分表讀數(shù)回彈值百分表讀數(shù)回彈值百分表讀數(shù)回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)85K1+680左07140510右0816061286K1+700左05100816右0612081687K1+720左05100510右04804888K1+740左08160816右0918051089K1+760左0714048右0510051090K1+780左06120816右048051091K1+800左07140918右0816051092K1+820左0918048右0510051093K1+840左06120816右048051094K1+860左