原材料试验台账

盐酸溶液配制记录 台账 单位消防安全管理台账纪检监察工作台账设备维修台账加油站进油台账物业收费台账表 序号日期盐酸配制盐酸标定配置人备注配制浓度(%)配制数量(ml)盐酸用量(ml)碳酸钠质量(g)盐酸消耗量(ml)盐酸实际浓度(%)盐酸平均浓度(%)1/10006201.762833.60.98990.98581.826435.10.98182//90///////3/10005301.786334.20.98550.98431.802934.60.98314/10004801.772833.90.98670.98761.771033.80.98865//430///////6/10004801.828535.20.98010.98381.795034.30.98747//380///////8/10003501.830735.10.98410.98431.852435.50.98459//620///////10/10003501.825434.90.98690.98661.808934.60.9864第&P页石灰试验台帐序号石灰产地进场数量(t)取样日期试验日期试验结果试验 报告 软件系统测试报告下载sgs报告如何下载关于路面塌陷情况报告535n,sgs报告怎么下载竣工报告下载 单编号试验者备注进场日期有效钙镁含量(%)未消化残渣含量（%）细度(%)石灰等级1宜兴100/2013.8.298/29/138/29/1358.7//Ⅲ级G312-SH-001-01朱晓波路三工区2宜兴500/2013.9.39/2/139/3/1359.1,58.8,58.3,58.2,58.6//Ⅲ级G312-SH-002-01～G312-SH-002-05朱晓波路三工区3宜兴1000/2013.9.229/21/139/21/1358.6,58.5,59.1,58.1,58.8,58.0,58.6,59.1,57.3,57.2//Ⅲ级G312-SH-003-01～G312-SH-003-10朱晓波路三工区4宜兴400/2013.9.229/22/139/22/1357.9,58.0,58.6,58.9//Ⅲ级G312-SH-004-01～G312-SH-004-04朱晓波路四工区5句容500/2013.10.2710/27/1310/27/1357.4,58.8,58.4,58.8,57.5//Ⅲ级G312-SH-005-01～G312-SH-005-05朱晓波路五工区6句容498/2013.11.1011/9/1311/10/1358.0,58.5,58.3,58.0,58.8//Ⅲ级G312-SH-006-01～G312-SH-006-05朱晓波路六工区7句容300/2013.11.1711/17/1311/17/1378.5,77.0,78.0//Ⅲ级G312-SH-007-01～G312-SH-007-03朱晓波路五工区8宜兴600/2013.11.2911/29/1311/29/1377.0,78.7,75.8,78.9,77.3,78.2//Ⅲ级G312-SH-008-01～G312-SH-008-06朱晓波路四工区9宜兴985/2013.12.1012/10/1312/11/1357.2,58.9,56.4,57.7,56.1,60.4,59.0,57.4,59.1,58.3//Ⅲ级BG-2013-12-SHJ-001～BG-2013-12-SHJ-010朱晓波路三工区10/12/23/1312/24/1352.0//＜Ⅲ级BG-2013-12-SHJ-01111500/2013.12.2312/23/1312/24/1359.3,58.8,57.6,59.4,57.4//Ⅲ级BG-2013-12-SHJ-012～BG-2013-12-SHJ-01612500/2013.12.2412/24/1312/24/1359.8,58.4,58.0,57.4,57.5//Ⅲ级BG-2013-12-SHJ-017～BG-2013-12-SHJ-02113500/2014.01.152/23/142/23/1458.2,59.0,58.4,58.3,57.8//Ⅲ级BG-2014-02-SHJ-001～BG-2014-02-SHJ-00514500/2014.02.183/4/143/4/1456.8,56.4,57.1,56.8,57.0//Ⅲ级BG-2014-03-SHJ-001～BG-2014-03-SHJ-00515500/2014.03.123/13/143/13/1457.8,58.2,57.6,58.1,58.0//Ⅲ级BG-2014-03-SHJ-006～BG-2014-03-SHJ-01016500/2014.03.143/16/143/16/1474.0,73.0,73.2,73.8,73.4//Ⅲ级BG-2014-03-SHJ-011～BG-2014-03-SHJ-01517500/2014.03.143/16/143/16/1457.7,57.0,56.8,58.0,56.8//Ⅲ级BG-2014-03-SHJ-016～BG-2014-03-SHJ-020181200/2014.03.293/29/142014-3-30、2014-3-3173.0,73.1,74.1,72.6,73.4,72.9,73.6,73.4,72.6,73.5,73.2,73.4//Ⅲ级BG-2014-03-SHJ-021～BG-2014-03-SHJ-032第&P页水泥试验筛标定记录序号日期 标准 excel标准偏差excel标准偏差函数exl标准差函数国标检验抽样标准表免费下载红头文件格式标准下载 样品筛余标准值(%)标准样品试样质量(g)标准样品筛余质量(g)标准样品筛余测定值(%)试验筛修正系数试验筛修正系数平均值试验人备注112/4/131.5625.000.341.361.151.0525.000.411.640.9523/4/141.5625.000.421.680.930.9625.000.391.561.00第&P页水泥试验台帐序号水泥品种及等级生产厂家进场数量(t) 工程 路基工程安全技术交底工程项目施工成本控制工程量增项单年度零星工程技术标正投影法基本原理 部位试验项目试验日期试验报告单编号试验者备注（比表面积(g/cm3)）3天强度28天强度凝结时间安定性细度(%)标准稠度(%)进场日期抗压(Mpa)抗折(Mpa)抗压(Mpa)抗折(Mpa)初凝(min)终凝(min)1P·C32.5江苏美联M15610t/2013.8.12软基一队湿喷桩14.23.335.27.52203051.01.727.22013.8.13-9.10SN00030096百润检测2P·O42.5江苏鹤林2E0256200t/2013.8.15灌注桩31.65.650.08.31552531.0/28.82013.8.15-9.12G312-SN-001杨亮3633P·O42.5R句容台泥JRA04RE1328949.1t/2013.9.20灌注桩、箱涵等26.85.751.28.41512140.5/28.52013.9.20-10.18G312-SN-002杨亮3594P·O42.5江苏鹤林2E0355400t/2013.10.18灌注桩28.14.750.88.71902420.5/28.628.62013.10.19-11.16G312-SN-003杨亮28.54.851.48.81862500.528.62013.10.19-11.16G312-SN-003杨亮5P·O42.5江苏鹤林3E0023400t/2013.11.18灌注桩27.34.656.38.41952541.5/28.427.92013.11.18-12.16G312-SN-004杨亮27.64.756.08.61992581.527.92013.11.18-12.16G312-SN-004杨亮6P·C32.5江苏美联M27030t/2013.11.23软基一队湿喷桩15.92.937.47.12052451.51.528.02013.11.23-12.21G312-LJ-SN-002杨亮7P·O42.5R句容台泥JRA04RE13364194t/2013.11.27箱涵及下部结构等28.85.950.38.31692571.0/28.42013.11.28-12.26G312-SN-005陈加干8P·C32.5江苏美联M275197t/2013.12.04软基一队湿喷桩17.32.937.36.42453611.51.527.52013.12.05-2014.01.02G312-LJ-SN-003陈加干9P·O42.5江苏鹤林2E0473400t/2013.12.22灌注桩26.35.458.68.12112691.5/27.42013.12.23-2014.01.20BG-2013-12-SNJ-001陈加干35626.05.254.98.22082671.0/27.52013.12.23-2014.01.20BG-2013-12-SNJ-002陈加干36110P·O42.5R下部结构、箱涵30.75.356.28.22152811.5/26.1BG-2014-01-SNJ-00135811P·O42.5R下部结构、箱涵等28.75.62152901.0/27.1BG-2014-03-SNJ-00135212P·C32.5软基一队湿喷桩17.73.92403461.51.427.5BG-2014-03-SNJ-00213P·Ⅱ52.5R配合比、预制梁板32.46.21602171.0/27.9BG-2014-03-SNJ-00336714P·O42.5灌注桩27.15.22102691.0/28.6BG-2014-03-SNJ-00435015P·C32.5软基一队湿喷桩17.83.82052611.5/28.1BG-2014-03-SNJ-005第&P页钢筋原材试验台帐序号生产厂家钢筋品种及牌号结构部位进场数量(t)试验项目试验日期试验报告单编号试验者备注进场日期屈服强度(Mpa)极限强度(Mpa)冷弯延伸率(%)1江苏永钢HRB400Φ25B1130807523桩基及下部结构29.800/2013.08.01458,462638,619合格32.5,29.58/2/13G312-GJ-001-01江苏森淼2江苏永钢HRB400Φ25B1130807823桩基及下部结构13.410/2013.08.01469,469627,632合格30.0,29.58/2/13G312-GJ-001-01江苏森淼3江苏永钢HRB400Φ25B1130808123桩基及下部结构7.450/2013.08.01473,467625,629合格28.5,30.58/2/13G312-GJ-001-01江苏森淼4江苏中天HPB300φ101-13-7-1096桩基及下部结构8.068/2013.08.02414,420618,605合格33.5,38.58/2/13G312-GJ-001-02江苏森淼5江苏中天HPB300φ101-13-7-1098桩基及下部结构8.066/2013.08.02395,407598,611合格36.0,35.08/2/13G312-GJ-001-02江苏森淼6江苏中天HPB300φ101-13-7-1099桩基及下部结构4.027/2013.08.02388,369630,624合格30.5,35.58/2/13G312-GJ-001-02江苏森淼7江苏中天HPB300φ101-13-7-1092桩基及下部结构6.447/2013.08.02382,363592,586合格33.5,36.58/2/13G312-GJ-001-02江苏森淼8江苏永钢HRB400Φ22B2130817223基础及下部结构39.825/2013.09.17455,463618,629合格28.5,29.09/17/13G312-GJ-002-01江苏森淼9江苏沙钢HRB400Φ20Q363007470下部结构2.312/2013.10.22439,446606,600合格27.5,27.010/23/13G312-GJ-003-01江苏森淼10江苏永钢HRB400Φ16B21309151323下部结构9.955/2013.10.22455,460604,599合格25.5,26.510/24/13G312-GJ-003-01江苏森淼11江苏永钢HRB400Φ12B2131026823下部结构11.960/2013.10.22447,464606,615合格26.5,27.510/25/13G312-GJ-003-01江苏森淼12江苏永钢HPB300φ8X3130804421下部结构6.064/2013.10.22428,448676,666合格26.5,28.010/26/13G312-GJ-003-02江苏森淼13江苏永钢HPB300φ8X3130804521下部结构14.008/2013.10.22438,458686,657合格27.5,27.010/27/13G312-GJ-003-02江苏森淼14江苏永钢HRB400Φ28B3130853723桩基及下部结构7.884/2013.11.09461,453601,619合格25.5,26.011/10/13G312-GJ-004-01江苏森淼15江苏永钢HRB400Φ28B3130854223桩基及下部结构27.594/2013.11.09473,447627,611合格24.5,27.011/10/13G312-GJ-004-01江苏森淼16江苏永钢HRB400Φ28B3130854323桩基及下部结构1.971/2013.11.09458,469632,612合格26.0,26.011/10/13G312-GJ-004-01江苏森淼17江苏永钢HRB400Φ28B3130855823桩基及下部结构1.971/2013.11.09448,461616,637合格24.5,26.511/10/13G312-GJ-004-02江苏森淼18江苏永钢HRB400Φ28B3131000423桩基及下部结构29.565/2013.11.09437,429614,632合格25.5,26.011/10/13G312-GJ-004-02江苏森淼19江苏永钢HRB400Φ25B1131021923下部结构33.779/2013.11.10481,467613,607合格25.0,24.011/11/13G312-GJ-005-01江苏森淼20江苏永钢HRB400Φ25B1131022023下部结构1.987/2013.11.10452,469623,617合格27.0,24.511/11/13G312-GJ-005-01江苏森淼21江苏永钢HPB300φ10X3130806721桩基及下部结构1.987/2013.11.10363,382567,541合格29.0,27.511/11/13G312-GJ-006-01江苏森淼22江苏永钢HPB300φ10X3130807621桩基及下部结构8.100/2013.11.10350,388589,579合格31.0,29.511/11/13G312-GJ-006-01江苏森淼23江苏永钢HPB300φ10X3130807721桩基及下部结构8.095/2013.11.10369,363554,535合格27.0,28.511/11/13G312-GJ-006-01江苏森淼24江苏永钢HPB300φ10X3130807921桩基及下部结构2.027/2013.11.10369,350579,554合格30.5,28.011/11/13G312-GJ-006-02江苏森淼25江苏永钢HPB300φ10X3130808021桩基及下部结构18.202/2013.11.10376,357560,586合格31.0,27.511/11/13G312-GJ-006-02江苏森淼26江苏中天HRB400Φ225-13-10-663下部结构1.851/2013.11.11483,464618,602合格26.0,27.011/12/13G312-GJ-007-01江苏森淼27江苏中天HRB400Φ225-13-10-674下部结构3.702/2013.11.11479,467610,597合格25.0,26.011/12/13G312-GJ-007-01江苏森淼28江苏中天HRB400Φ225-13-10-660下部结构3.702/2013.11.11483,466608,595合格27.0,24.011/12/13G312-GJ-007-01江苏森淼29江苏中天HRB400Φ202-13-10-390下部结构30.240/2013.11.11457,479625,633合格27.0,25.511/12/13G312-GJ-007-02江苏森淼30江苏永钢HRB400Φ12B5131108423下部结构10.465/2013.11.12464,477632,623合格24.0,27.011/13/13G312-GJ-008-01江苏森淼31江苏永钢HRB400Φ12B5131108523下部结构19.435/2013.11.12455,477623,601合格28.0,30.011/13/13G312-GJ-008-01江苏森淼32江苏永钢HRB400Φ12B5131108923下部结构10.465/2013.11.12473,460615,632合格26.5,26.011/13/13G312-GJ-008-01江苏森淼33江苏永钢HRB400EΦ12B5131225423下部结构、箱涵等10.465/2013.12.24467,457624,608合格24.0,26.512/24/13BG-2013-12-GJJ-001孙兴辉34江苏永钢HRB400EΦ12B5131225623下部结构、箱涵等11.960/2013.12.24441,470628,657合格23.0,22.512/24/13BG-2013-12-GJJ-001孙兴辉35江苏永钢HRB400EΦ12B5131225823下部结构、箱涵等10.465/2013.12.24450,470646,618合格26.0,26.512/24/13BG-2013-12-GJJ-001孙兴辉36江苏永钢HRB400Φ20B3131180223桩基、下部结构、箱涵等7.445/2013.12.24507,517661,670合格22.5,26.012/24/13BG-2013-12-GJJ-002孙兴辉37江苏永钢HRB400Φ20B3131180323桩基、下部结构、箱涵等25.313/2013.12.24505,511676,664合格23.5,23.012/24/13BG-2013-12-GJJ-002孙兴辉38江苏永钢HRB400Φ20B3131249023桩基、下部结构、箱涵等20.846/2013.12.24523,510652,674合格27.5,25.512/24/13BG-2013-12-GJJ-002孙兴辉39江苏永钢HRB400Φ22B21311123023桩基、下部结构、箱涵等8.850/2013.12.24467,464659,650合格23.5,27.012/24/13BG-2013-12-GJJ-003孙兴辉40江苏永钢HRB400Φ22B21311123123桩基、下部结构、箱涵等10.325/2013.12.24475,480674,654合格22.0,24.012/24/13BG-2013-12-GJJ-003孙兴辉41江苏永钢HRB400Φ22B21311123223桩基、下部结构、箱涵等1.475/2013.12.24464,486666,657合格25.0,23.012/24/13BG-2013-12-GJJ-003孙兴辉42江苏永钢HRB400Φ25B1131159723桩基、下部结构15.896/2013.12.25454,459632,629合格24.5,25.512/25/13BG-2013-12-GJJ-004孙兴辉43江苏永钢HRB400Φ25B1131159823桩基、下部结构33.779/2013.12.25451,461643,625合格23.5,26.012/25/13BG-2013-12-GJJ-004孙兴辉44江苏永钢HRB400Φ25B1131203923桩基、下部结构5.961/2013.12.25454,447650,632合格25.5,26.012/25/13BG-2013-12-GJJ-004孙兴辉45江苏永钢HRB400Φ25B1131204323桩基、下部结构3.974/2013.12.25449,459647,641合格24.0,24.012/25/13BG-2013-12-GJJ-004孙兴辉46江苏永钢HRB400EΦ28B31211115823桩基、下部结构1.971/2013.12.25479,455642,627合格23.0,25.512/25/13BG-2013-12-GJJ-005孙兴辉47江苏永钢HRB400EΦ28B31211115923桩基、下部结构17.739/2013.12.25465,468621,643合格24.5,24.012/25/13BG-2013-12-GJJ-005孙兴辉48江苏永钢HPB300φ10X3140200921桩基、下部结构、箱涵等56.216/2014.02.27374,365572,565合格37.0,35.53/2/14BG-2014-03-GJJ-001孙兴辉49江苏永钢HPB300φ10X3140201021桩基、下部结构、箱涵等58.728/2014.02.27369,367569,578合格31.0,33.53/2/14BG-2014-03-GJJ-001孙兴辉50江苏永钢HRB400Φ22B2140272223桩基、下部结构、箱涵等52.078/2014.02.27443,450630,628合格20.5,22.53/2/14BG-2014-03-GJJ-002孙兴辉51江苏永钢HRB400Φ22B2140272323桩基、下部结构、箱涵等42.063/2014.02.27461,469636,651合格24.5,25.03/2/14BG-2014-03-GJJ-002孙兴辉52江苏永钢HRB400Φ25B1140283223桩基、下部结构、箱涵等41.727/2014.02.27439,449642,640合格20.5,21.53/2/14BG-2014-03-GJJ-003孙兴辉53HRB400Φ25B11402833237.948/2014.02.27445,447636,645合格19.0,22.5BG-2014-03-GJJ-00354HRB400Φ25B1140316872323.844/2014.03.08443,454635,647合格21.5,21.5BG-2014-03-GJJ-00455HRB400Φ25B114031682325.831/2014.03.08444,449636,653合格19.5,20.0BG-2014-03-GJJ-00456HPB300φ10420129110.15/2014.03.14360,364515,523合格33.5,36.0BG-2014-03-GJJ-00557HRB400Φ22B214032002323.600/2014.03.14462,454617,622合格19.5,19.0BG-2014-03-GJJ-00658HRB400Φ22B21403201234.425/2014.03.14464,460625,628合格22.0,20.5BG-2014-03-GJJ-00659HRB400Φ28B3140212262332.516/2014.03.14437,444619,634合格20.5,22.5BG-2014-03-GJJ-00760HRB400Φ28B3140212272311.824/2014.03.14460,449630,617合格22.0,21.5BG-2014-03-GJJ-007第&P页钢筋焊接件试验台帐序号钢筋品种及牌号焊接类型结构部位数量(个)试验项目试验日期试验报告单编号试验者备注抗拉强度(Mpa)焊缝长度(mm)断口离焊口距离(mm)断口形式1HRB400Φ25单面焊桩基600650,670,660260,265,26295,95,93延断8/3/13GJHJ2013001江苏森淼665,655,650258,264,260100,95,94延断8/3/13GJHJ2013001江苏森淼2HRB400Φ25双面焊桩基600650,645,650135,130,13080,80,90延断8/3/13GJHJ2013002江苏森淼645,630,650130,135,13395,80,85延断8/3/13GJHJ2013002江苏森淼3HRB400Φ22单面焊桩基600650,660,655231,230,22851,60,58延断9/19/13GJHJ2013003江苏森淼645,650,640230,226,22855,58,60延断9/19/13GJHJ2013003江苏森淼4HRB400Φ22双面焊桩基600630,630,635121,119,12085,87,90延断9/19/13GJHJ2013004江苏森淼645,635,640122,120,11880,85,80延断9/19/13GJHJ2013004江苏森淼5HRB400Φ25单面焊桩基600640,640,640260,255,26570,60,70延断11/3/13GJHJ2013005江苏森淼635,640,640255,260,25575,60,65延断11/3/13GJHJ2013005江苏森淼6HRB400Φ28单面焊桩基600635,630,635286,292,28945,52,58延断11/22/13G312-GJHJ-004-01江苏森淼640,635,620287,294,29665,62,53延断11/22/13G312-GJHJ-004-01江苏森淼7HRB400Φ28双面焊桩基600645,625,630155,152,15671,60,64延断11/22/13G312-GJHJ-004-01江苏森淼630,645,635151,158,14960,57,65延断11/22/13G312-GJHJ-004-02江苏森淼8HRB400Φ25单面焊桩基900635,640,635129,136,13258.50,62.00,52.50延断3/2/14BG-2014-03-GJJ-H-001孙兴辉655,645,645132,132,13557.00,63.75,68.75延断3/2/14BG-2014-03-GJJ-H-001孙兴辉630,640,655131,131,13760.50,67.50,58.00延断3/2/14BG-2014-03-GJJ-H-001孙兴辉9HRB400Φ25双面焊桩基900635,635,640256,253,25562.00,70.50,52.75延断3/2/14BG-2014-03-GJJ-H-002孙兴辉635,640,640255,252,25768.75,55.75,58.00延断3/2/14BG-2014-03-GJJ-H-002孙兴辉635,630,635253,252,25462.50,50.75,53.50延断3/2/14BG-2014-03-GJJ-H-002孙兴辉10HRB400Φ25单面焊桩基900645,655,635129,137,13160.75,61.00,59.50延断3/9/14BG-2014-03-GJJ-H-003孙兴辉650,655,635135,140,14362.75,65.00,64.50延断3/9/14BG-2014-03-GJJ-H-003孙兴辉655,640,635130,138,13963.00,62.50,66.75延断3/9/14BG-2014-03-GJJ-H-003孙兴辉11HRB400Φ25双面焊桩基900655,635,640260,257,25861.00,59.00,53.75延断3/9/14BG-2014-03-GJJ-H-004孙兴辉650,660,635261,259,25666.00,71.75,73.00延断3/9/14BG-2014-03-GJJ-H-004孙兴辉645,640,650255,253,25764.50,59.00,65.00延断3/9/14BG-2014-03-GJJ-H-004孙兴辉12HRB400Φ28单面焊桩基900625,615,635153,157,15561.00,58.75,64.00延断3/15/14BG-2014-03-GJJ-H-005孙兴辉620,625,625159,154,15160.50,62.75,65.00延断3/15/14BG-2014-03-GJJ-H-005孙兴辉615,630,615153,156,15859.00,61.00,63.75延断3/15/14BG-2014-03-GJJ-H-00513HRB400Φ28双面焊桩基900635,625,620286,290,29152.00,58.75,64.00延断3/15/14BG-2014-03-GJJ-H-006610,620,635298,294,29761.50,67.50,59.00延断3/15/14BG-2014-03-GJJ-H-006620,625,635292,289,29668.00,60.50,64.75延断3/15/14BG-2014-03-GJJ-H-006第&P页水泥混凝土用粗集料试验台帐序号 材料 关于××同志的政审材料调查表环保先进个人材料国家普通话测试材料农民专业合作社注销四查四问剖析材料 产地进场数量(t)工程部位试验结果试验日期试验报告单编号试验者备注进场日期小于0.075mm颗粒含量(%)针片状含量(%)颗粒级配压碎值(%)表观密度(g/cm3）1镇江800/2013.08.15灌注桩0.89.7√17.92.6702013.08.15～08.16G312-CJ-001江苏森淼0.69.5√18.3/2013.08.15～08.16G312-CJ-001江苏森淼2湖北10/2013.09.03配合比0.610.3√17.62.7142013.09.03～09.04G312-CJ-002江苏森淼3镇江1200/2013.10.18灌注桩0.65.2√18.1/2013.10.18～10.19G312-CJ-003江苏森淼0.55.3√18.3/2013.10.18～10.19G312-CJ-003江苏森淼4湖北800/2013.11.01下部结构、箱涵等0.89.6√19.5/2013.11.02～11.03G312-CJ-004江苏森淼0.69.2√19.1/2013.11.02～11.03G312-CJ-0045灌注桩0.68.0√11.5/2013.11.18～11.19G312-CJ-0050.78.8√11.4/2013.11.18～11.19G312-CJ-0056灌注桩0.89.8√19.1/2013.12.25～12.26BG-2013-12-CJL-0010.69.7√19.3/2013.12.25～12.26BG-2013-12-CJL-0027下部结构、箱涵等0.810.2√18.8/2014.01.11～01.12BG-2014-01-CJL-0018下部结构、涵洞通道等0.68.3√19.0/2014.02.22～02.23BG-2014-02-CJL-001第&P页水泥混凝土用细集料试验台帐序号材料产地进场数量(t)工程部位试验结果试验日期试验报告单编号试验者备注进场日期小于0.075mm颗粒含量(%)细度模数颗粒级配表观密度(g/cm3）1江西400/2013.08.15灌注桩1.52.9Ⅱ区2.6102013.08.15～08.16G312-XJ-001江苏森淼2江西10/2013.09.01配合比1.22.7Ⅱ区2.6122013.09.01～09.02G312-XJ-002江苏森淼3江西800/2013.10.16灌注桩1.22.8Ⅱ区/2013.10.16～10.17G312-XJ-003江苏森淼1.22.8Ⅱ区/2013.10.16～10.17G312-XJ-003江苏森淼4江西400/2013.11.01箱涵及下部结构等1.22.6Ⅱ区/2013.11.02～11.03G312-XJ-004江苏森淼5江西800/2013.11.19灌注桩1.42.8Ⅱ区/2013.11.20～11.21G312-XJ-005江苏森淼1.42.7Ⅱ区/2013.11.20～11.21G312-XJ-005江苏森淼6江西800/2013.12.24灌注桩1.42.8Ⅱ区/2013.12.24～12.25BG-2013-12-XJL-001李明全1.72.7Ⅱ区/2013.12.24～12.25BG-2013-12-XJL-002李明全7江西400/2014.01.11下部结构及箱涵1.42.6Ⅱ区/2014.01.11～01.12BG-2014-01-XJL-001杨亮8江西599/2014.02.21下部结构、涵洞通道1.02.7Ⅱ区/2014.02.22～02.23BG-2014-02-XJL-001孙兴辉第&P页