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1、二二工工区区拌拌和和站站20092009年年5 5月月份份混混凝凝土土使使用用情情况况统统计计表表序号施工部位使用日期 砼等级实际数量（m3）施工配合比（Kg/m3）实际施工材料用量（Kg）水泥砂碎石水外加剂外掺料水泥砂碎石水外加剂外掺料减水剂 防腐剂减水剂防腐剂1天生坝2#桥9#墩墩身托盘2009/5/1C3012538779110481747.7450483759887513100021750967.5062502天生坝2#桥9#墩頂帽2009/5/1C351638770712041827.746192113121926429120123.8403天生坝2#大桥11-52009/5/1C3
2、0838779110481747.7450309663288384139261.9204004汪家村2#中桥0-82009/5/1C40444787589641904.789.56502103233352424168360210.32420.6422005DK465+652涵洞水沟边墙2009/5/1C25738770712041827.742709494984281274054.1806松林跨线桥0#台台身2009/5/2C20218302743121217865836161974264216388040007松林跨线桥1-12009/5/2C351538770712041827.74580
3、5106051806027300116.108汪家村3#中桥0-112009/5/2C4037.54787589641904.789.56501792528425361507125179.25358.518759DK465+652涵洞水沟边墙2009/5/3C256.536370011921782359.545507748115700010汪家村1#大桥5#台台身2009/5/3C4060.54787589641904.789.565028919458595832211495289.19578.38302511汪家村1#大桥5#台台身，托盘2009/5/3C301353877911048174
4、7.745052245106785141480234901044.90675012汪家村1#大桥5#台台顶2009/5/3C353038770712041827.7411610212103612054600232.2013天生坝2#大桥8#承台2009/5/3C3097.538779110481747.745037732.577122.510218016965754.650487514龙尾村框架桥出口挡墙基础2009/5/3C3545.538770712041827.7417608.532168.55478282810352.17015天生坝2#大桥14-82009/5/3C3514.5387
5、79110481747.74505611.511469.5151962523112.23072516汪家村2#大桥1#墩墩身2009/5/4C40304787589641904.789.56501434022740289205700143.4286.8150017汪家村2#大桥1#墩托盘2009/5/4C304538779110481747.74501741535595471607830348.30225018汪家村2#大桥1#墩頂帽2009/5/4C3522.538779110481747.74508707.517797.5235803915174.150112519下村特大桥6-22009
6、/5/4C351638779110481747.7450619212656167682784123.84080020DK466+610-625挡墙墙身2009/5/4C2549.538770712041827.7419156.534996.55959890090383.13021DK466+595-610挡墙墙身2009/5/4C255038770712041827.74193503535060200910003870统计:刘小玲计算:李鸿恩复核:张邦华22DK464+660涵洞出入口垫层2009/5/4C15838779110481747.7450309663288384139261.920
7、40023天生坝2#大桥10-12009/5/4C301238779110481747.74504644949212576208892.88060024天生坝2#大桥10-22009/5/4C3012.538779110481747.74504837.59887.513100217596.75062525天生坝1#大桥2#墩承台2009/5/4C30110.538779110481747.745042763.587405.511580419227855.270552526李家河中桥3-42009/5/4C353038770712041827.7411610212103612054600232.
8、2027汪家村2#大桥0-122009/5/5C4043.54787589641904.789.56502079332973419348265207.93415.86217528汪家村2#大桥3-112009/5/5C4030.54787589641904.789.56501457923119294025795145.79291.58152529松林跨线桥2-12009/5/5C3037.538779110481747.745014512.529662.5393006525290.250187530松林跨线桥2-22009/5/5C303938779110481747.745015093308
9、49408726786301.860195031松林跨线桥3-12009/5/5C3028.538779110481747.745011029.522543.5298684959220.590142532松林跨线桥3-22009/5/5C3028.538779110481747.745011029.522543.5298684959220.590142533松林跨线桥3-32009/5/5C303038779110481747.74501161023730314405220232.20150034松林跨线桥3-42009/5/5C3028.538779110481747.745011029.5
10、22543.5298684959220.590142535松林跨线桥3-52009/5/5C3030.538779110481747.745011803.524125.5319645307236.070152536松林跨线桥3-62009/5/5C3028.538779110481747.745011029.522543.5298684959220.590142537松林跨线桥3-72009/5/5C3028.538779110481747.745011029.522543.5298684959220.590142538松林跨线桥3-82009/5/5C3028.538779110481747
11、.745011029.522543.5298684959220.590142539DK468+511涵洞边墙2009/5/6C306838779110481747.745026316537887126411832526.320340040李家河中桥2-22009/5/6C352641582910561958.310790215542745650700215.8041天生坝2#大桥12-82009/5/6C351438770712041827.74541898981685625480108.36042天生坝1#大桥15-1抗滑桩2009/5/6C302538779110481747.745096
12、7519775262004350193.501250二二工工区区拌拌和和站站20092009年年5 5月月份份混混凝凝土土使使用用情情况况统统计计表表序号施工部位使用日期 砼等级实际数量（m3）施工配合比（Kg/m3）实际施工材料用量（Kg）水泥砂碎石水外加剂外掺料水泥砂碎石水外加剂外掺料减水剂 防腐剂减水剂防腐剂统计:刘小玲计算:李鸿恩复核:张邦华43DK463+666.35677.54挡墙2009/5/6C253438770712041827.7413158240384093661880263.16044天生坝2#大桥6#墩承台2009/5/7C3096.538779110481747.7
13、45037345.576331.510113216791746.910482545天生坝2#大桥14-62009/5/7C351838770712041827.746966127262167232760139.32046天生坝2#大桥5-62009/5/7C303038779110481747.74501161023730314405220232.20150047天生坝2#大桥10-32009/5/7C301738779110481747.7450657913447178162958131.58085048天生坝2#大桥10-42009/5/7C302338779110481747.74508
14、90118193241044002178.020115049天生坝2#大桥10-52009/5/7C302138779110481747.7450812716611220083654162.540105050天生坝2#大桥10-62009/5/7C302038779110481747.7450774015820209603480154.80100051DK466+610-690挡墙基础2009/5/7C25304787589641904.789.56501434022740289205700143.4286.8150052下村特大桥6-12009/5/7C3517.53877071204182
15、7.746772.512372.52107031850135.45053李家河中桥3-82009/5/8C35264787589641904.789.56501242819708250644940124.28248.56130054天生坝1#大桥7#墩墩身、托盘2009/5/8C30201.538779110481747.745077980.5159386.5211172350611559.6101007555天生坝1#大桥7#墩頂帽2009/5/8C351538779110481747.7450580511865157202610116.1075056DK463+666.35677.54挡墙
16、台帽2009/5/8C253.536370011921851270.524504172647.500057天生坝2#大桥12-72009/5/8C351538779110481747.7450580511865157202610116.1075058DK458+340-380左侧挡墙身2009/5/9C2526.536370011921859619.518550315884902.500059DK457+890-910左侧挡墙身2009/5/9C257136370011921852577349700846321313500060DK465+220涵洞盖板2009/5/9C3572.538770
17、712041827.7428057.551257.587290131950561.15061DK465+220涵洞进口帽石2009/5/9C301.538779110481747.7450580.51186.5157226111.6107562天生坝2#大桥13-22009/5/9C3528.538770712041827.7411029.520149.53431451870220.59063DK470+530涵洞基础2009/5/9C3015938779110481747.745061533125769166632276661230.6607950二二工工区区拌拌和和站站20092009年年
18、5 5月月份份混混凝凝土土使使用用情情况况统统计计表表序号施工部位使用日期 砼等级实际数量（m3）施工配合比（Kg/m3）实际施工材料用量（Kg）水泥砂碎石水外加剂外掺料水泥砂碎石水外加剂外掺料减水剂 防腐剂减水剂防腐剂统计:刘小玲计算:李鸿恩复核:张邦华64DK464+660涵洞出入口边墙及翼墙基础2009/5/9C302438779110481747.7450928818984251524176185.760120065汪家村2#大桥3-122009/5/10C40364787589641904.789.56501720827288347046840172.08344.16180066汪家
19、村3#大桥3-12009/5/10C40524787589641904.789.56502485639416501289880248.56497.12260067天生坝2#大桥5-12009/5/10C302138779110481747.7450812716611220083654162.540105068天生坝2#大桥5-22009/5/10C302138779110481747.7450812716611220083654162.540105069天生坝2#大桥5-32009/5/10C302138779110481747.7450812716611220083654162.540105
20、070天生坝2#大桥5-42009/5/10C302138779110481747.7450812716611220083654162.540105071天生坝2#大桥5-52009/5/10C303938779110481747.74501509330849408726786301.860195072天生坝2#大桥14-42009/5/10C351738770712041827.746579120192046830940131.58073DK465+920汪家村框架桥箱身、顶板2009/5/11C3532538770712041827.7412577522977539130059150025
21、15.5074DK465+920汪家村框架桥左幅出口边墙、中墙、盖板2009/5/11C3030.538779110481747.745011803.524125.5319645307236.070152575DK465+921汪家村框架桥左幅出口八字墙墙身2009/5/11C2020302743121217860401486024240356000076李家河中桥2-12009/5/11C3528.541582910561958.311827.523626.5300965557.50236.55077李家河中桥3-142009/5/11C352738779110481747.74501044
22、921357282964698208.980135078松林跨线桥0#台台身2009/5/12C2029302743121217887582154735148516200079松林跨线桥1-22009/5/12C35938770712041827.7434836363108361638069.66080DK465+256涵洞基础、出入口八字墙基础2009/5/12C3090.538779110481747.745035023.571585.59484415747700.470452581DK471+883-903右侧挡墙身2009/5/12C25183637001192185653412600
23、21456333000082DK471+635-675右侧挡墙身2009/5/12C2538.5363700119218513975.526950458927122.500083天生坝2#大桥8#墩托盘2009/5/12C302938779110481747.74501122322939303925046224.460145084天生坝2#大桥8#墩頂帽2009/5/12C351638779110481747.7450619212656167682784123.840800二二工工区区拌拌和和站站20092009年年5 5月月份份混混凝凝土土使使用用情情况况统统计计表表序号施工部位使用日期 砼
24、等级实际数量（m3）施工配合比（Kg/m3）实际施工材料用量（Kg）水泥砂碎石水外加剂外掺料水泥砂碎石水外加剂外掺料减水剂 防腐剂减水剂防腐剂统计:刘小玲计算:李鸿恩复核:张邦华85天生坝1#大桥15-2抗滑桩2009/5/12C303038779110481747.74501161023730314405220232.20150086汪家村1#大桥5#台台身2009/5/13C306038779110481747.745023220474606288010440464.40300087汪家村1#大桥5#台台顶2009/5/13C355938770712041827.7422833417137
25、1036107380456.66088DK466+610640左侧挡墙2009/5/13C256336370011921852286944100750961165500089天生坝2#大桥12-52009/5/13C351638779110481747.7450619212656167682784123.84080090下村特大桥7-42009/5/13C3011.54787589641904.789.56505497871711086218554.97109.9457591汪家村3#大桥4-12009/5/13C4047.54787589641904.789.5650227053600545
26、7909025227.05454.1237592DK464+660涵洞出入口帽石2009/5/13C301.538779110481747.7450580.51186.5157226111.6107593DK464+660涵洞出入口边墙、翼墙2009/5/13C3024.538779110481747.74509481.519379.5256764263189.630122594DK464+660涵洞出入口盖板2009/5/13C352.53637001192178907.51750298044500095DK468+511涵洞边墙2009/5/14C3066.538779110481747.
27、745025735.552601.56969211571514.710332596DK468+296涵洞基础2009/5/14C35115363700119217841745805001370802047000097天生坝2#大桥2#墩承台2009/5/15C3088.538779110481747.745034249.570003.59274815399684.990442598天生坝2#大桥7#墩托盘2009/5/15C303038779110481747.74501161023730314405220232.20150099天生坝2#大桥7#墩頂帽2009/5/15C3516387707
28、12041827.746192113121926429120123.840100汪家村3#大桥3-22009/5/15C40454787589641904.789.56502151034110433808550215.1430.22250101DK470+530涵洞出口基础2009/5/15C306038779110481747.745023220474606288010440464.403000102DK454+185倒虹吸基础2009/5/15C307.538779110481747.74502902.55932.57860130558.050375103汪家村3#大桥0-132009/5
29、/15C40344787589641904.789.56501625225772327766460162.52325.041700104天生坝2#大桥13-12009/5/15C352838779110481747.74501083622148293444872216.7201400105天生坝2#大桥14-22009/5/15C352038779110481747.7450774015820209603480154.801000二二工工区区拌拌和和站站20092009年年5 5月月份份混混凝凝土土使使用用情情况况统统计计表表序号施工部位使用日期 砼等级实际数量（m3）施工配合比（Kg/m3）
30、实际施工材料用量（Kg）水泥砂碎石水外加剂外掺料水泥砂碎石水外加剂外掺料减水剂 防腐剂减水剂防腐剂统计:刘小玲计算:李鸿恩复核:张邦华106下村特大桥2#墩承台2009/5/16C3559363700119217821417413007032810502000107李家河中桥2-32009/5/16C3528.54787589641904.789.56501362321603274745415136.23272.461425108DK466+640-670左侧挡墙2009/5/16C2567.5363700119218524502.5472508046012487.5000109下村特大桥7-
31、52009/5/16C301238779110481747.74504644949212576208892.880600110DK454+185倒虹吸涵身2009/5/17C351638770712041827.746192113121926429120123.840111DK458+3403802009/5/17C258038779110481747.745030960632808384013920619.204000112DK458+3804002009/5/17C252538779110481747.7450967519775262004350193.501250113DK472+240
32、涵洞入口第一节基础垫层2009/5/17C2043027431212178120829724848712000114DK472+250涵洞入口基础垫层2009/5/17C203.5302743121217810572600.54242623000115天生坝2#大桥6#墩墩身、托盘2009/5/18C308138770712041827.74313475726797524147420626.940116天生坝2#大桥6#墩頂帽2009/5/18C351538770712041827.745805106051806027300116.10117下村特大桥3-12009/5/18C35183877
33、0712041827.746966127262167232760139.320118DK471+615635段右侧挡墙身2009/5/20C25203637001192185726014000238403700000119DK471+823883段右侧挡墙身2009/5/20C253536370011921851270524500417206475000120DK472+240涵洞入口及第一节基础垫层2009/5/20C302338779110481747.7450890118193241044002178.0201150121DK472+250涵洞入口基础2009/5/20C3042.538
34、779110481747.745016447.533617.5445407395328.9502125122汪家村3#大桥2-22009/5/20C40524787589641904.789.56502485639416501289880248.56497.122600123DK468+511涵洞帽石2009/5/20C30238779110481747.74507741582209634815.480100124DK468+296出口基础2009/5/20C3533.538770712041827.7412964.523684.54033460970259.290125DK468+511涵洞
35、盖板2009/5/20C352038779110481747.7450774015820209603480154.801000126下村特大桥7-12009/5/20C3011.538779110481747.74504450.59096.512052200189.010575二二工工区区拌拌和和站站20092009年年5 5月月份份混混凝凝土土使使用用情情况况统统计计表表序号施工部位使用日期 砼等级实际数量（m3）施工配合比（Kg/m3）实际施工材料用量（Kg）水泥砂碎石水外加剂外掺料水泥砂碎石水外加剂外掺料减水剂 防腐剂减水剂防腐剂统计:刘小玲计算:李鸿恩复核:张邦华127汪家村3#大桥4
36、-22009/5/20C40454787589641904.789.56502151034110433808550215.1430.22250128下村特大桥3-22009/5/20C352238770712041827.748514155542648840040170.280129下村特大桥3-32009/5/20C352538770712041827.749675176753010045500193.50130下村特大桥3-42009/5/20C3520.538770712041827.747933.514493.52468237310158.670131DK466+670690左侧挡墙身
37、2009/5/21C2552.5363700119218519057.536750625809712.5000132天生坝2#大桥12-32009/5/21C351938770712041827.747353134332287634580147.060133天生坝2#大桥13-42009/5/21C352638770712041827.7410062183823130447320201.240134天生坝1#大桥2#墩墩身、托盘2009/5/21C30285.538779110481747.7450110488.5225830.5299204496772209.77014275135天生坝1#
38、大桥2#墩頂帽2009/5/21C351538770712041827.745805106051806027300116.10136天生坝1#大桥16#墩2#抗滑桩2009/5/22C3019.538779110481747.74507546.515424.5204363393150.930975137松林跨线桥3#台承台2009/5/22C30159.538779110481747.745061726.5126164.5167156277531234.5307975138松林跨线桥2#墩变接面2009/5/22C30638779110481747.7450232247466288104446
39、.440300139汪家村3#大桥0-42009/5/22C40354787589641904.789.56501673026530337406650167.3334.61750140汪家村3#大桥7-22009/5/22C40474787589641904.789.56502246635626453088930224.66449.322350141汪家村2#大桥2-52009/5/22C4042.54787589641904.789.56502031532215409708075203.15406.32125142天生坝2#大桥5#墩承台2009/5/22C30101387791104817
40、47.7450390877989110584817574781.7405050143DK468+607框架桥箱身底板2009/5/23C35136.538770712041827.7452825.596505.51643462484301056.510144DK468+607框架桥箱身水沟2009/5/23C30938779110481747.7450348371199432156669.660450145汪家村3#大桥6-12009/5/23C40374787589641904.789.56501768628046356687030176.86353.721850146汪家村3#大桥3-32
41、009/5/23C4046.54787589641904.789.56502222735247448268835222.27444.542325147DK465+920汪家村框架桥第三节箱身底板2009/5/23C35214.538770712041827.7483011.5151651.52582583903901660.230二二工工区区拌拌和和站站20092009年年5 5月月份份混混凝凝土土使使用用情情况况统统计计表表序号施工部位使用日期 砼等级实际数量（m3）施工配合比（Kg/m3）实际施工材料用量（Kg）水泥砂碎石水外加剂外掺料水泥砂碎石水外加剂外掺料减水剂 防腐剂减水剂防腐剂统计
42、:刘小玲计算:李鸿恩复核:张邦华148DK465+920汪家村框架桥第二节水沟盖板2009/5/23C301538779110481747.7450580511865157202610116.10750149DK465+920汪家村框架桥第二节水沟中墙、边墙2009/5/23C2022.53027431212178679516717.5272704005000150DK470+328445右侧锚固桩2#2009/5/24C304938779110481747.74501896338759513528526379.2602450151DK470+328445右侧锚固桩11#2009/5/24C3
43、04938779110481747.74501896338759513528526379.2602450152DK470+328445右侧锚固桩12#2009/5/24C304738779110481747.74501818937177492568178363.7802350153DK465+256涵洞盖板2009/5/24C35638770712041827.742322424272241092046.440154DK465+256涵洞盖板边墙及进入口翼墙2009/5/24C3044.538779110481747.745017221.535199.5466367743344.4302225
44、155DK468+296涵洞入口端墙2009/5/24C305038779110481747.7450193503955052400870038702500156DK468+296涵洞边墙2009/5/24C3519.538770712041827.747546.513786.52347835490150.930157李家河中桥2-42009/5/24C3525.5415829105619583.310582.521139.5269284972.502124.150158下村特大桥7-32009/5/24C3011.538770712041827.744450.58130.5138462093
45、089.010159下村特大桥5#墩承台2009/5/25C3569.538770712041827.7426896.549136.583678126490537.930160DK471+575615挡墙基础2009/5/25C253236370011921851161622400381445920000161DK471+763823挡墙基础2009/5/25C2550.5363700119218518331.535350601969342.5000162DK458+380423挡墙2009/5/25C2560363700119218521780420007152011100000163李家河
46、中桥1-22009/5/25C3527.5415829105619583.311412.522797.5290405362.502290.750164DK458+796860段锚固桩17#2009/5/26C3047.538779110481747.745018382.537572.5497808265367.6502375165DK458+796860段锚固桩19#2009/5/26C3047.538779110481747.745018382.537572.5497808265367.6502375166汪家村2#大桥0#台承台2009/5/26C402854787589641904.78
47、9.5650136230216030274740541501362.32724.614250167天生坝2#大桥15-22009/5/26C3513.538770712041827.745224.59544.51625424570104.490168DK465+256涵洞出口翼墙2009/5/27C30538779110481747.745019353955524087038.70250二二工工区区拌拌和和站站20092009年年5 5月月份份混混凝凝土土使使用用情情况况统统计计表表序号施工部位使用日期 砼等级实际数量（m3）施工配合比（Kg/m3）实际施工材料用量（Kg）水泥砂碎石水外加剂外
48、掺料水泥砂碎石水外加剂外掺料减水剂 防腐剂减水剂防腐剂统计:刘小玲计算:李鸿恩复核:张邦华169DK465+256涵洞边墙身2009/5/27C3037.538779110481747.745014512.529662.5393006525290.2501875170DK465+256涵洞盖板2009/5/27C357.538770712041827.742902.55302.590301365058.050171DK465+256涵洞进、出口帽2009/5/27C30138779110481747.745038779110481747.74050172天生坝2#大桥13-32009/5/27
49、C353038770712041827.7411610212103612054600232.20173李家河中桥2-52009/5/27C3522.5415829105619583.39337.518652.5237604387.501874.250174天生坝1#大桥17#墩承台2009/5/27C307838779110481747.745030186616988174413572603.7203900175汪家村3#大桥7-12009/5/27C4055.54787589641904.789.565026529420695350210545265.29530.582775176汪家村3#
50、大桥4-32009/5/27C40424787589641904.789.56502007631836404887980200.76401.522100177DK472+240涵洞入口端翼墙，第一节边墙2009/5/27C302038779110481747.7450774015820209603480154.801000178DK472+240涵洞入口帽石2009/5/27C300.538770712041827.74193.5353.56029103.870179DK472+240涵洞第一节入口盖板2009/5/27C352.538770712041827.74967.51767.5301