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1、 人工挖孔樁成孔記錄匯總表共 1 頁(yè) 第 1 頁(yè)序號(hào)樁號(hào)樁徑（mm）孔深擴(kuò)大頭直徑（mm）擴(kuò)大頭高度（mm）樁長(zhǎng)樁頂標(biāo)高（m）樁底標(biāo)高（m）砼灌注量備注（m）（m）（m）11#150013.70183075011.16-3.40-14.468.3022#120011.80190014008.80-4.00-12.806.8033#120013.301900140010.53-4.00-14.537.9044#100010.20160012006.82-4.00-10.825.5455#10009.60160012006.22-4.00-10.225.1566#100010.60160012002、7.27-4.00-11.275.5577#100010.70160012007.33-4.00-11.335.1388#150013.10180060010.50-3.40-13.908.0199#10009.9014008007.57-3.40-10.975.781010#10009.7014008007.36-3.40-10.765.621111#10009.80160012006.98-3.40-10.385.331212#100010.75160012008.04-3.40-11.446.131313#100010.3014008006.74-4.20-10.945.141414#13、00011.4514008007.97-4.20-12.176.081515#100013.60140080010.07-4.20-14.277.681616#100010.1014008006.67-4.20-10.875.091717#100010.8014008007.38-4.20-11.585.631818#100013.1514008009.78-4.20-13.987.461919#100010.7014008007.33-4.20-11.535.592020#100010.6514008007.25-4.20-11.455.532121#100013.1014008009.794、-4.20-13.997.472222#100010.9014008008.36-4.20-11.766.382323#100010.5014008007.98-3.40-11.386.09項(xiàng)目技術(shù)負(fù)責(zé)人：施工員：監(jiān)理工程師：人工挖孔樁成孔記錄匯總表共 2 頁(yè) 第 2 頁(yè)序號(hào)樁號(hào)樁徑（mm）孔深擴(kuò)大頭直徑（mm）擴(kuò)大頭高度（mm）樁長(zhǎng)樁頂標(biāo)高（m）樁底標(biāo)高（m）砼灌注量備注（m）（m）（m）2424#100011.70140080011.70-3.40-12.626.452525#100011.6414008009.30-3.40-12.706.502626#100011.10140080085、.54-3.40-11.945.972727#10009.7014008007.11-3.40-10.514.972828#100011.20160012007.88-4.00-11.886.012929#10009.70160012006.30-4.00-10.304.813030#100012.30160012009.02-4.00-13.026.313131#100012.50160012009.35-4.00-13.356.543232#150013.00183075010.50-3.40-13.907.783333#100010.3014008007.99-3.40-11.395.56、93434#100010.2014008007.74-3.14-11.145.413535#100012.6014008009.35-4.00-13.356.543636#100013.30140080010.06-4.00-14.067.043737#100012.5014008009.37-4.00-13.376.553838#100012.3014008009.25-4.00-13.256.473939#100012.4014008009.40-4.00-13.406.574040#100012.3014008009.27-4.00-13.276.484141#100011.6016007、12008.15-4.00-12.155.704242#100011.20160012007.78-4.00-11.785.444343#100011.30160012007.97-4.00-11.915.534444#100011.00160012007.70-4.00-11.705.394545#150012.4018307509.71-3.40-13.117.274646#100011.6514008009.07-4.00-12.476.34項(xiàng)目技術(shù)負(fù)責(zé)人：施工員：監(jiān)理工程師：人工挖孔樁成孔記錄匯總表共 3 頁(yè) 第 3 頁(yè)序號(hào)樁號(hào)樁徑（mm）孔深擴(kuò)大頭直徑（mm）擴(kuò)大頭高度（mm）樁長(zhǎng)樁8、頂標(biāo)高（m）樁底標(biāo)高（m）砼灌注量備注（m）（m）（m）4747#100012.4014008009.77-3.40-13.176.834848#100012.10160012009.28-3.40-12.686.494949#100013.401600120010.59-3.40-13.997.415050#100014.70140080010.10-4.20-15.307.765151#100011.7014008008.19-4.20-12.395.735252#100012.0014008008.44-4.20-12.645.905353#100013.4514008009.85-4.9、20-14.056.895454#100012.0014008008.42-4.20-12.625.895555#100011.1014008007.56-4.20-11.765.295656#100012.5514008008.98-4.20-13.186.285757#100011.4014008007.83-4.20-12.035.485858#100010.9514008007.40-4.20-11.605.185959#100013.00140080010.20-3.40-13.607.136060#100011.35140080011.35-3.40-12.016.026161#110、00012.0014008009.25-3.40-12.656.476262#100011.9014008009.16-3.40-12.566.416363#100014.001500100011.34-3.40-14.747.936464#100013.20140080010.44-3.40-13.847.306565#100012.301600120012.30-4.00-12.736.116666#100013.00160012009.24-4.00-13.246.466767#100013.00160012009.48-4.00-13.486.636868#100013.901600111、20010.35-4.00-14.357.246969#150015.30180060012.37-3.40-15.779.44項(xiàng)目技術(shù)負(fù)責(zé)人：施工員：監(jiān)理工程師：人工挖孔樁成孔記錄匯總表共 4 頁(yè) 第 4 頁(yè)序號(hào)樁號(hào)樁徑（mm）孔深擴(kuò)大頭直徑（mm）擴(kuò)大頭高度（mm）樁長(zhǎng)樁頂標(biāo)高（m）樁底標(biāo)高（m）砼灌注量備注（m）（m）（m）7070#100012.3014008009.50-3.40-12.906.647171#100012.0014008009.29-3.40-12.696.507272#150012.4018006009.29-3.40-12.697.097373#100010.2012、14008006.58-4.00-10.584.607474#100012.0014008008.36-4.00-12.365.857575#100011.80150010009.34-3.40-12.746.537676#100012.001000/9.57-3.40-12.976.697777#100012.101000/9.99-3.40-13.396.997878#100010.3513006007.82-3.40-11.225.477979#100012.0014008009.03-4.00-13.036.328080#100010.0014008007.24-4.00-11.24513、.068181#100010.10150010007.76-3.40-11.165.438282#100010.9012008008.81-3.40-12.216.168383#100010.3512004008.09-3.40-11.495.668484#100010.8012004008.43-3.40-11.835.908585#100010.6512004008.16-3.40-11.565.718686#100010.2512004007.77-3.40-11.175.438787#120010.801900140010.80-3.40-11.055.358888#100011.0014、160012007.31-4.00-11.315.118989#100010.80160012007.15-4.00-11.155.009090#120011.70190014008.79-3.40-12.196.159191#120011.30190014007.56-4.20-11.765.299292#120010.40180012006.85-4.20-11.054.79項(xiàng)目技術(shù)負(fù)責(zé)人：施工員：監(jiān)理工程師：人工挖孔樁成孔記錄匯總表共 5 頁(yè) 第 5 頁(yè)序號(hào)樁號(hào)樁徑（mm）孔深擴(kuò)大頭直徑（mm）擴(kuò)大頭高度（mm）樁長(zhǎng)樁頂標(biāo)高（m）樁底標(biāo)高（m）砼灌注量備注（m）（m）（m）9393#1215、0010.60180012007.16-4.20-11.365.019494#100010.60160012007.60-3.40-11.005.329595#120011.85190014009.04-3.40-12.446.329696#120010.8014004008.30-3.40-11.705.819797#100010.70160012008.22-3.40-11.625.759898#110011.60160010007.90-4.40-12.305.539999#110013.20160010009.11-4.40-13.516.37100100#110011.551600116、0008.02-4.40-12.425.61101101#110012.50160010008.89-4.40-13.296.22102102#100011.8514008008.82-3.40-12.226.73103103#100014.10140080010.92-3.40-14.328.33104104#100012.1014008008.93-3.40-12.336.81105105#10009.70150010005.83-4.20-10.034.08106106#100012.70150010008.71-4.20-12.916.09107107#100011.40150010017、07.42-4.20-11.625.19108108#100011.70150010007.66-4.20-11.865.36109109#100010.40150010006.55-4.20-10.754.58110110#100011.25150010007.27-4.20-11.475.08111111#100010.30150010006.31-4.20-10.514.41112112#100010.40150010006.59-4.20-10.794.61113113#100010.60150010006.77-4.20-10.974.74114114#100010.1515001018、006.10-4.20-10.304.27115115#100011.50150010007.55-4.20-11.755.28項(xiàng)目技術(shù)負(fù)責(zé)人：施工員：監(jiān)理工程師：人工挖孔樁成孔記錄匯總表共 6 頁(yè) 第 6 頁(yè)序號(hào)樁號(hào)樁徑（mm）孔深擴(kuò)大頭直徑（mm）擴(kuò)大頭高度（mm）樁長(zhǎng)樁頂標(biāo)高（m）樁底標(biāo)高（m）砼灌注量備注（m）（m）（m）116116#100010.40160012006.87-4.00-10.874.81117117#100010.10160012006.50-4.00-10.504.55118118#100010.25160012006.92-4.00-10.924.841191119、9#10009.85160012006.14-4.00-10.144.29120120#110012.50160010008.42-4.40-12.825.89121121#110011.15160010007.06-4.40-11.464.94122122#110012.60160010008.48-4.40-12.885.93123123#110012.00160010007.83-4.40-12.235.48124124#120010.75190014007.56-3.40-10.965.29125125#100010.85160012006.97-4.00-10.974.881261220、6#10009.80160012005.85-4.00-9.854.09127127#12009.55190014006.27-3.40-9.674.39128128#100010.60160012007.32-3.40-10.725.12129129#120010.80190014007.58-3.40-10.985.30130130#120010.70180012006.64-4.20-10.844.64131131#120010.50180012006.42-4.20-10.624.49132132#120010.60180012006.41-4.20-10.614.48133133#120013.50140040010.24-3.40-13.647.16134134#100010.90160012007.76-3.40-11.165.43項(xiàng)目技術(shù)負(fù)責(zé)人：施工員：監(jiān)理工程師：