電力工程資料：填石路基沉降量記錄表 - 副本

填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+040—0+250（大坑填方第二層）2006年10月9日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+040中心27.77728.27728.2665011路左9米27.64228.14228.1255017路左18米27.50728.00728.000507路右9米27.64228.14228.1245018路右18米27.50728.00727.98950180+060中心27.74728.24728.2355012路左9米27.61228.11228.1005012路左18米27.47727.97727.971506路右9米27.61228.11228.103509路右18米27.47727.97727.96650110+080中心27.71728.21228.2025010路左9米27.58228.08228.0685014路左18米27.44727.94727.9315016路右9米27.58228.08228.073509路右18米27.44727.94727.93350140+100中心27.68728.18728.1725015路左9米27.55228.05228.0335019路左18米27.41727.91729.9005017路右9米27.55228.05228.0415011路右18米27.41727.91727.93150140+120中心27.65728.15728.1425015路左9米27.52228.02228.0115011路左18米27.38727.88727.887500路右9米27.52228.02228.0105012路右18米27.38727.88727.85950280+140中心27.62728.12728.1125015路左9米27.53728.03728.033504路左18米27.44727.94727.9365011路右9米27.49227.99227.990502路右18米27.35727.85727.84150160+160中心27.59728.09728.089503路左9米27.58828.08828.081507外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+040—0+25（大坑填方第二層）2006年10月9日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+160路左18米27.57928.07928.0665013路右9米27.46227.96227.953509路右18米27.32727.82727.81250150+180中心27.56728.06728.0525015路左9米27.63928.13928.131508路左18米27.71128.21128.2005011路右9米27.43227.93227.9115021路右18米27.29727.79727.78650110+200中心27.53828.03828.0235015路左9米27.69128.19128.1815010路左18米27.84428.34428.3335011路右9米27.38527.88527.8735012路右18米27.23227.73227.72050120+220中心27.51428.01428.0015013路左9米27.74828.24828.2325016路左18米27.98228.48228.4715011路右9米27.28027.78027.777503路右18米27.04627.54627.52850160+240中心27.49827.99827.9885010路左9米27.76828.26828.2555013路左18米28.03828.53828.538500路右9米27.22827.72827.722506路右18米26.95827.45827.4445014外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+040—0+250（大坑填方第三層）2006年10月13日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+040中心28.27728.77728.7635014路左9米28.14228.64228.6225020路左18米28.00728.50728.500507路右9米28.14228.64228.6225020路右18米28.00728.50728.5005070+060中心28.24728.74728.7325015路左9米28.11228.61228.611501路左18米27.97728.47728.471506路右9米28.11228.61228.604508路右18米27.97728.47728.45550220+080中心28.21228.71228.704508路左9米28.08228.58228.5715011路左18米27.94728.44728.4325015路右9米28.08228.58228.5715011路右18米27.94728.44728.4445030+100中心28.18728.68728.6665021路左9米28.05228.55228.5415011路左18米27.91728.41728.410507路右9米28.05228.55228.5345018路右18米27.91728.41728.40250150+120中心28.15728.65728.6425015路左9米28.02228.52228.5025020路左18米27.88728.38728.3695016路右9米28.02228.52228.5065016路右18米27.88728.38728.36950180+140中心28.12728.62728.6145013路左9米28.03728.53728.536501路左18米27.94728.44728.4325015路右9米27.99228.49228.4815011路右18米27.85728.35728.34150160+160中心28.09728.59728.5825010路左9米28.08828.58828.580508外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+040—0+250（大坑填方第三層）2006年10月13日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+160路左18米28.07928.57928.577502路右9米27.96228.46228.4425020路右18米27.82728.32728.31150160+180中心28.06728.56728.5495018路左9米28.13928.63928.633506路左18米28.21128.71128.7005011路右9米27.93228.43228.4165016路右18米27.79728.29728.27750200+200中心28.03828.53828.5215017路左9米28.19128.69128.688503路左18米28.34428.84428.8245020路右9米27.88528.38528.377508路右18米27.73228.23228.22250100+220中心28.01428.51428.5005014路左9米28.24828.74828.744504路左18米28.48228.98228.9715011路右9米27.78028.28028.271509路右18米27.54628.04628.0445020+240中心27.99828.49828.4845014路左9米28.26828.76828.7555013路左18米28.53829.03829.0225016路右9米27.72828.22828.2125016路右18米27.45827.95827.9335025外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+040—0+250（大坑填方第四層）2006年10月17日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+040中心28.77729.27729.2585019路左9米28.64229.14229.1265016路左18米28.50729.00729.006501路右9米28.64229.14228.133509路右18米28.50729.00728.98850190+060中心28.74729.24729.2225025路左9米28.61229.11229.1015011路左18米28.47728.97728.9585019路右9米28.61229.11229.103509路右18米28.47728.97728.96650110+080中心28.71229.21229.2005012路左9米28.58229.08229.074508路左18米28.44728.94728.9325015路右9米28.58229.08229.080502路右18米28.44728.94728.92650210+100中心28.68729.18729.1725015路左9米28.55229.05229.0325020路左18米28.41728.91728.9005017路右9米28.55229.05229.0365016路右18米28.41728.91728.90350140+120中心28.65729.15729.1415016路左9米28.52229.02229.0115011路左18米28.38728.88728.8775010路右9米28.52229.02229.0065016路右18米28.38728.88728.86650210+140中心28.62729.12729.1115016路左9米28.53729.03729.0225015路左18米28.44728.94728.9225025路右9米28.49228.99228.988504路右18米28.35728.85728.84250150+160中心28.59729.09729.0715026路左9米28.58829.08829.0775011外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+040—0+250（大坑填方第四層）2006年10月17日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+160路左18米28.57929.07929.077502路右9米28.46228.96228.9505012路右18米28.32728.82728.81150160+180中心28.56729.06729.0465021路左9米28.63929.13929.133506路左18米28.71129.21129.2015010路右9米28.43228.93228.9155017路右18米28.29728.79728.7975000+200中心28.53829.03829.0225016路左9米28.69129.19129.1815010路左18米28.84429.34429.3335011路右9米28.38528.88528.8725013路右18米28.23228.73228.72250100+220中心28.51429.01429.0025012路左9米28.74829.24829.2255023路左18米28.98229.48229.4665016路右9米28.28028.78028.777503路右18米28.04628.54628.52450220+240中心28.49828.99828.9815017路左9米28.76829.28629.2665020路左18米29.03829.53829.533505路右9米28.22828.72828.722506路右18米27.95828.45828.4445014外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+040—0+250（大坑填方第五層）2006年10月21日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+040中心29.27729.77729.7625012路左9米29.14229.64229.6325010路左18米29.00729.50729.500507路右9米29.14229.64229.6225020路右18米29.00729.50729.4985090+060中心29.24729.74729.747500路左9米29.11229.61229.6025010路左18米28.97729.47729.4565021路右9米29.11229.61229.611501路右18米28.97729.47729.45750200+080中心29.21229.71229.7005012路左9米29.08229.58228.5725010路左18米28.94729.44728.4235024路右9米29.08229.58229.5665016路右18米28.94729.44729.4445030+100中心29.18729.68729.6775010路左9米29.05229.55229.5385014路左18米28.91729.41729.410507路右9米29.05229.55229.5415011路右18米28.91729.41729.40250150+120中心29.15729.65729.6445013路左9米29.02229.52229.5095013路左18米28.88729.38729.3715016路右9米29.02229.52229.5115011路右18米28.88729.38729.37450130+140中心29.12729.62729.6125015路左9米29.03729.53729.533504路左18米28.94729.44729.444503路右9米28.99229.49229.488504路右18米28.85729.35729.3495080+160中心29.09729.59729.5695028路左9米29.08829.58829.5775011外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+040—0+250（大坑填方第五層）2006年10月21日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+160路左18米29.07929.57929.5665013路右9米28.96229.46229.454508路右18米28.82729.32729.30550220+180中心29.06729.56729.5555012路左9米29.13929.63929.6235016路左18米29.21129.71129.7005011路右9米28.93229.43229.4215011路右18米28.79729.29729.2895080+200中心29.03829.53829.5215017路左9米29.19129.69129.6775014路左18米29.34429.84429.8345010路右9米28.88529.38529.3665019路右18米28.73229.23229.22250100+220中心29.01429.51429.5045010路左9米29.24829.74829.744504路左18米29.48229.98229.9705012路右9米28.78029.28029.271509路右18米28.54629.04629.02950170+240中心28.99829.49829.4875011路左9米29.28629.78629.7675021路左18米29.53830.03830.0225016路右9米28.72829.22829.221507路右18米28.45828.95829.9325026外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+020—0+250（大坑填方第六層）2006年10月24日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+020中心30.00730.30730.301506路左9米29.87230.17230.166506路左18米29.73730.03730.0225015路右9米29.87230.17230.168504路右18米29.73730.03730.01950180+040中心29.77730.27730.268509路左9米29.64230.14230.1325010路左18米29.50730.00730.000507路右9米29.64230.14230.1235019路右18米29.50730.00729.99650110+060中心29.74730.24730.2335014路左9米29.61230.11230.111501路左18米29.47729.97729.968509路右9米29.61230.11230.1025010路右18米29.47729.97729.95950180+080中心29.71230.21230.2005012路左9米29.58230.08230.0685014路左18米29.44729.94729.9335014路右9米29.58230.08230.077505路右18米29.44729.94729.93650110+100中心29.68730.18730.1685019路左9米29.55230.05230.043509路左18米29.41729.91729.9065011路右9米29.55230.05230.0335019路右18米29.41729.91729.90050170+120中心29.65730.15730.155502路左9米29.52230.02230.022500路左18米29.38729.88729.8775010路右9米29.52230.02230.0095013路右18米29.38729.88729.87550120+140中心29.62730.12730.1115016路左9米29.53730.03730.033504外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+020—0+250（大坑填方第六層）2006年10月24日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+140路左18米29.44729.94729.9335014路右9米29.49229.99229.985507路右18米29.35729.85729.83350240+160中心29.59730.09730.0815016路左9米29.58830.08830.0755013路左18米29.57930.07930.0665013路右9米29.46229.96229.955507路右18米29.32729.82729.81150160+180中心29.56730.06730.0555011路左9米29.63930.13930.133506路左18米29.71130.21130.2005011路右9米29.43229.93229.9185014路右18米29.29729.79729.78150160+200中心29.53830.03830.0215017路左9米29.69130.19130.185506路左18米29.84430.34430.3265018路右9米29.38529.88529.8555030路右18米29.23229.73229.71150210+220中心29.51430.01430.0005014路左9米29.74830.24830.2335015路左18米29.98230.48230.477505路右9米29.28029.78029.7685012路右18米29.04629.54629.5445020+240中心29.49829.99829.9885010路左9米29.78630.28630.2685022路左18米30.03830.53830.5215017路右9米29.22829.72829.7155013路右18米28.95829.45829.4445014外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+010—0+250（大坑填方第七層）2006年10月27日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+020中心30.30730.75730.755452路左9米30.17230.62230.6114511路左18米30.03730.48730.482455路右9米30.17230.62230.613459路右18米30.03730.48730.47745100+040中心30.27730.72730.722455路左9米30.14230.59230.588454路左18米30.00730.45730.4444513路右9米30.14230.59230.5794513路右18米30.00730.45730.44145160+060中心30.24730.69730.688459路左9米30.11230.56230.5414521路左18米29.97730.42730.4034524路右9米30.11230.56230.5444518路右18米29.97730.42730.40945180+080中心30.21230.66730.666451路左9米30.08230.53230.5214511路左18米29.94730.39730.389458路右9米30.08230.53230.523459路右18米29.94730.39730.38245150+100中心30.18730.63730.6224515路左9米30.05230.50230.500452路左18米29.91730.36730.3554512路右9米30.05230.50230.499453路右18米29.91730.36730.3674500+120中心30.15730.60730.5894518路左9米30.02230.47230.466456路左18米29.88730.33730.333454路右9米30.02230.47230.4614511路右18米29.88730.33730.32145160+140中心30.12730.57730.5594518路左9米30.03730.48730.4774510外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+010—0+250（大坑填方第七層）2006年10月27日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+140路左18米29.94730.39730.388459路右9米29.99230.44230.4244518路右18米29.85730.30730.29745100+160中心30.09730.54730.5324515路左9米30.08830.53830.533455路左18米30.07930.52930.5134516路右9米29.96230.41230.4014511路右18米29.82730.27730.26145160+180中心30.06730.51730.5004517路左9米30.13930.58930.589450路左18米30.21130.66130.655456路右9米29.93230.38230.377455路右18米29.79730.24730.22945180+200中心30.03830.48830.4754513路左9米30.19130.64130.6224519路左18米30.34430.79430.788456路右9米29.88530.33530.3234512路右18米29.73230.18230.16345190+220中心30.01430.46430.455459路左9米30.24830.69830.6754523路左18米30.48230.93230.9124520路右9米29.78030.23030.2204510路右18米29.54629.99629.97945170+240中心29.99830.44830.4334515路左9米30.28630.73630.7214515路左18米30.53830.98830.9744514路右9米29.72830.17830.1624516路右18米29.45829.90829.8884520外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：K0+250—K0+340路基換填第一層2006年11月5日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+260中心28.99829.49829.4875011左6米29.17829.67829.6635015左12米29.35829.85829.8465012右6米28.81829.31829.309509右12米28.63829.13829.12150170+280中心28.99429.49429.487507左6米29.17429.67429.6565018左12米29.35429.85429.8425012右6米28.81429.31429.3045010右12米28.63429.13429.1265080+300中心28.99829.49829.506508左6米29.17829.67829.6595019左12米29.35829.85829.8375021右6米28.81829.31829.2955023右12米28.63829.13829.11850200+320中心29.00729.50729.4965011左6米29.18729.68729.6695018左12米29.36729.86729.8515016右6米28.82729.32729.318509右12米28.64729.14729.12350240+340中心29.01629.51629.510506左6米29.19629.69629.6825014左12米29.37629.87629.8585018右6米28.83629.33629.3245012右12米28.65629.15629.1455011外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：K0+250—K0+340路基換填第二層2006年11月6日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+260中心29.49829.88829.8773911左6米29.67830.06830.0523916左12米29.85830.24830.2303918右6米29.31829.70829.6863921右12米29.13829.52829.51239160+280中心29.49429.88429.8733911左6米29.67430.06430.0473917左12米29.85430.24430.2253919右6米29.31429.70429.6943910右12米29.13429.52429.50539190+300中心29.49829.88829.8703918左6米29.67830.06830.0433925左12米29.85830.24830.2243924右6米29.31829.70829.6963912右12米29.13829.52829.51539130+320中心29.50729.89729.8803917左6米29.68730.07730.0563921左12米29.86730.25730.2383919右6米29.32729.71729.6953922右12米29.14729.53729.52039170+340中心29.51629.90629.8923914左6米29.69630.08630.0703916左12米29.87630.26630.2453921右6米29.33629.72629.7023924右12米29.15629.54629.5283918外觀鑒定：1、用20T壓路機(jī)振壓兩遍無明顯標(biāo)高差即不大于2㎜。 2、碾壓后無明顯輪跡。施工技術(shù)負(fù)責(zé)人：工長(zhǎng)：測(cè)量員：填石路基沉降量記錄表工程名稱：燕郊開發(fā)區(qū)迎賓路北延續(xù)建工程施工單位：廊坊市雙龍道橋工程有限公司 樁號(hào)部位：0+040—0+250（大坑填方第一層）2006年10月6日樁號(hào)位置填前高程（m）填后高程（m）碾壓后高程（m）填筑厚度（㎝）沉降量（mm）備注0+040中心24.89727.77727.7622.8815路左9米24.61227.64227.6313.0311路左18米24.64727.50727.5002.867路右9米26.32327.64227.6221.3220路右18米25.82727.50727.4981.6890+060中心24.66727.74727.7333.0814路左9米24.45227.61227.6013.1611路左18米25.21727.47727.4712.266路右9米24.55227.61227.6003.0612路右18米25.04727.47727.4622.43150+080中心25.25727.71727.7112.466路左9米25.35227.58227