路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(左)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)1K0+000左061205100918右0918061206122K0+020左071408160816右0510071405103K0+040左061209180714右0816091808164K0+060左07140816048右0714071405105K0+080左071408160714右0918051008166K0+100左061206120510右081603606127K0+120左071406120816右0918051007148K0+140左081608160918右0714091805109K0+160左051007140612右091801020061210K0+180左071408160510右0918091804811K0+200左08160714036右07140816051012K0+220左061205100612右05100612091813K0+240左071405100816右0816048071414K0+260左061205100816右0918081604815K0+280左08160480510右061205100612試驗:記錄:計算:路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(左)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)16K0+300左071407140918右05100510081617K0+320左0918061201020右0918048081618K0+340左09180480816右08160510071419K0+360左071406120816右06120510051020K0+380左081608160612右07140510051021K0+400左091806120612右08160918061222K0+420左081606120612右09180816051023K0+440左071407140816右05100816071424K0+460左061208160816右07140918091825K0+480左01020051001020右071406120112226K0+500左081608160714右09180714081627K0+520左08160480918右09180510061228K0+540左091806120510右07140918081629K0+560左051008160612右06120714081630K0+580左09180480714右081605100816試驗:記錄:計算:路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(左)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)31K0+600左0612010200918右05100510081632K0+620左071408160918右08160918091833K0+640左091806120612右08160816051034K0+660左091807140612右0714081603635K0+680左051009180510右0612051004836K0+700左081606120714右010200816081637K0+720左091807140510右091804804838K0+740左071405100714右05100816081639K0+760左04809180510右08160510061240K0+780左071406120918右0918048071441K0+800左081608160816右0714061204842K0+820左061205100510右05100612091843K0+840左081608160612右07140714051044K0+860左091808160816右08160918071445K0+880左081608160714右09180480816試驗:記錄:計算:路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(左)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)46K0+900左071405100918右08160714091847K0+920左071408160612右07140510051048K0+940左091809180612右07140510051049K0+960左091806120510右09180714051050K0+980左081608160612右07140714081651K1+000左081608160714右0918071404852K1+020左081607140918右07140612091853K1+040左081608160816右09180918071454K1+060左051008160816右07140918051055K1+080左081607140612右06120816051056K1+100左091805100816右08160612071457K1+120左06120816048右05100918051058K1+140左071408160816右0816071404859K1+160左09180816048右08160918051060K1+180左071406120612右081605100816試驗:記錄:計算:路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(左)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)61K1+200左051008160714右06120714081662K1+220左0480510048右05100816051063K1+240左071409180714右08160918081664K1+260左06120816048右09180714051065K1+280左051005100612右06120612051066K1+300左010200510048右08160816061267K1+320左071405100816右0612048071468K1+340左051005100918右07140816081669K1+360左081605100918右05100714081670K1+380左091808160714右05100510081671K1+400左061206120510右081601020061272K1+420左051008160918右06120918091873K1+440左04806120714右05100510081674K1+460左071407140714右08160816081675K1+480左09180480918右061205100918試驗:記錄:計算:路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(左)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)76K1+500左051006120918右06120816091877K1+520左051007140918右08160714081678K1+540左091808160816右07140510051079K1+560左081606120612右04809180102080K1+580左05100360918右06120510061281K1+600左061206120510右05100510081682K1+620左04808160714右0510051004883K1+640左0612048048右08160510051084K1+660左071408160714右09180714081685K1+680左06120480510右07140816061286K1+700左051009180918右0816051004887K1+720左0480480510右05100714061288K1+740左061208160918右0918051004889K1+760左081606120816右07140816081690K1+780左081607140816右051008160510試驗:記錄:計算:路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(左)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)91K1+800左061209180612右05100816091892K1+820左061209180714右08160612081693K1+840左071408160612右08160918051094K1+860左051007140612右071408160510結論:沒有不合格的值，n=564X=13.7S=3.26Lr=1.645S+X=19.1將3S+X的特異值舍去:X+3S=23.5X-3S=3.92試驗:記錄:計算:路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(右)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)1K0+000左071407140816右0918061206122K0+020左061207140816右0510071406123K0+040左061209180714右081609180484K0+060左04808160816右0714071405105K0+080左051008160714右0816051008166K0+100左061206120510右081603606127K0+120左071406120816右0918051007148K0+140左081608160918右071407140489K0+160左051007140612右091801020061210K0+180左071408160510右0612091804811K0+200左08160816036右07140816051012K0+220左061205100612右07140612091813K0+240左071405100816右0816048071414K0+260左061205100816右09180816091815K0+280左08160480510右061205100612試驗:記錄:計算:路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(右)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)16K0+300左071407140918右05100510081617K0+320左0918061201020右09180714091818K0+340左091806120816右06120510071419K0+360左071406120816右06120510051020K0+380左081608160714右07140612051021K0+400左091806120816右08160918061222K0+420左081606120612右09180816051023K0+440左071407140918右05100816071424K0+460左061208160816右07140918091825K0+480左01122051001020右071406120112226K0+500左091808160714右09180714081627K0+520左081605100918右09180510061228K0+540左091806120510右07140918081629K0+560左051008160612右06120714081630K0+580左09180480714右081605100816試驗:記錄:計算:路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(右)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)31K0+600左01020010200918右05100510081632K0+620左081608160918右08160816091833K0+640左091806120714右07140816051034K0+660左091807140612右0714081603635K0+680左051009180510右06120714071436K0+700左081606120714右010200816081637K0+720左091807140510右091804804838K0+740左071405100714右05100816081639K0+760左04809180510右08160510061240K0+780左071406120918右0918048071441K0+800左081608160714右0816061204842K0+820左061205100918右05100612091843K0+840左081608160612右07140714051044K0+860左091807140816右08160918071445K0+880左081606120714右09180480816試驗:記錄:計算:路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(右)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)46K0+900左071405100918右08160714091847K0+920左071408160612右07140510051048K0+940左091809180612右07140510051049K0+960左091806120510右09180714071450K0+980左091808160612右07140714081651K1+000左0102008160714右0918071404852K1+020左081607140918右07140612091853K1+040左081608160816右09180714071454K1+060左051008160816右07140714051055K1+080左081607140612右06120816051056K1+100左061205100816右08160612071457K1+120左061208160918右05100918051058K1+140左071408160816右0816071404859K1+160左081608160714右0480612051060K1+180左071406120612右081605100816試驗:記錄:計算:路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(右)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)61K1+200左051008160714右06120714081662K1+220左0480510048右05100816051063K1+240左071409180714右08160918081664K1+260左06120816048右09180714051065K1+280左081605100714右06120714051066K1+300左010200510048右08160816061267K1+320左071405100816右0612048071468K1+340左051005100918右07140816081669K1+360左081605100918右05100714081670K1+380左071408160714右05100510081671K1+400左071406120714右081601122061272K1+420左051008160918右06120816091873K1+440左04806120714右05100510081674K1+460左071407140714右08160816081675K1+480左09180480918右061205100918試驗:記錄:計算:路面彎沉記錄工程名稱:迎賓路北三環(huán)島至幸福渠橋段改建工程施工單位:廊坊市雙龍道橋工程有限公司實驗位置:路面起止樁號:0+000-1+862.382(右)試驗時間:2008.11.22設計彎沉值:33.9*10-2mm實驗車型:解放后軸重:10T序號樁號輪位行車道(1)行車道(2)行車道(3)百分表讀數回彈值百分表讀數回彈值百分表讀數回彈值D1D21/100(mm)D1D21/100(mm)D1D21/100(mm)76K1+5