混凝土取样、试件、消耗台账 (自动保存的)

1、混凝土取样台帐, 试验室名称：中铁第四勘察设计院集团有限公司-河海大学-中铁二十局引江济淮试验工程总承包委托现场试验室,序号,浇筑日期,配合比编号,施工里程,施工部位,强度 等级,拌合方量（m3）,累计方量,坍落度(mm),出机温度(),匀质性,试件留置情况(组),备注,设计,实测,同养,标养,1,2016/5/11,PHB20160511-1,J41+100J41+000 J41+450J41+600,一级斜坡,C20喷射,167.75,167.75,10020,85,19,4,2,2016/5/12,PHB20160512-1,J41+900J41+800,一级斜坡,C20喷射,20,18

2、7.75,10020,90,19,2,3,2016/5/12,PHB20160512-2,J42+100J42+000,二级斜坡,C20W6F150,46,233.75,10020,120,21,良好,1,1,4,2016/5/13,PHB20160513-1,J42+100J42+000,二级斜坡,C20W6F150,46,279.75,10020,120,20,良好,1,1,5,2016/5/13,PHB20160513-2,J42+100J41+900,二级斜坡框架梁,C25W6F150,65.3,345.05,10020,120,19,良好,1,1,6,2016/5/13,PHB201

3、60513-3,J40+800J40+700,一级斜坡,C20喷射,67.1,412.15,10020,90,20,2,7,2016/5/13,PHB20160513-4,J40+750J40+700 J41+450J41+500,脚槽,C20W6F150,150,562.15,10020,115,19,良好,2,2,8,2016/5/14,PHB20160514-1,J42+000J41+900,二级斜坡框架梁,C25W6F150,64.4,626.55,10020,115,19,良好,1,1,9,2016/5/14,PHB20160514-2,J41+900J41+800,一级斜坡,C20

4、喷射,10,636.55,10020,95,18,良好,2,10,2016/5/16,PHB20160516-1,J41+450.37J41+458.44 J41+466.55J41+474.63,一级斜坡面板,C20W6F150,32.6,669.15,10020,115,19,良好,1,1,11,2016/5/16,PHB20160516-2,J41+500J41+550 J41+100J41+000 J40+800J40+750,脚槽,C20W6F150,300,969.15,10020,110,19,良好,3,3,12,2016/5/17,PHB20160517-1,J41+350J4

5、1+450 J42+000J41+900,一级斜坡,C20喷射,77.1,1046.25,10020,95,20,2,13,2016/5/17,PHB20160517-2,J41+977.37J41+985.99 J41+959.01J41+967.99 J41+081.63J41+073.01 J41+099.63J41+091.01,二级框架梁面板,C25W6F150,129.7,1175.95,10020,115,19,良好,2,2,14,2016/5/17,PHB20160517-3,J41+883.46J41+891.54 J41+858.46J41+866.54 J42+050.3

6、9J42+058.46 J41+850.37J41+858.44 J42+066.58J42+074.65,二级面板,C20W6F150,94,1269.95,10020,120,20,良好,1,1,15,2016/5/17,PHB20160517-4,J41+000J40+900 J40+900J40+800 J41+350J41+450,脚槽,C20W6F150,225,1494.95,10020,115,19,良好,3,3,16,2016/5/18,PHB20160518-1,J41+841.56J41+849.63 J42+008.48J42+016.56 J41+825.37J41+

7、833.44 J42+075.39J42+083.46 J42+033.48J42+041.56 J41+808.7J41+816.65,二级斜坡面板,C20W6F150,138,1632.95,10020,120,19,良好,2,2,17,2016/5/18,PHB20160518-2,J41+486J41+495,一级斜坡面板,C20W6F150,18,1650.95,10020,120,19,良好,1,1,18,2016/5/18,PHB20160518-3,J41+550J41+600 J41+250J41+350 J42+000K41+900 J41+900J41+800 ,脚槽,C

8、20W6F150,600,2250.95,10020,115,20,良好,6,6,19,2016/5/18,PHB20160518-4,J41+300J41+350 J41+000J40+900,一级斜坡,C20喷射,100.7,2351.65,10020,95,20,良好,4,20,2016/5/18,PHB20160518-5,J41+941.01J41+949.63 ,二级框架梁,C25W6F150,32.2,2383.85,10020,115,19,良好,1,1,21,2016/5/19,PHB20160519-1,K40+900K40+800,一级斜坡,C20喷射,20,2403.8

9、5,10020,85,21,良好,2,22,2016/5/19,PHB20160519-2,J41+483J41+490 J41+499J41+508,一级斜坡面板,C20W6F150,36,2439.85,10020,90,21,良好,1,1,23,2016/5/19,PHB20160519-3,J41+063.99J41+055.37 J41+045.99J41+037.01 J41+027.63J41+019.01 J41+932.01J41+940.99 ,二级斜坡框架梁面板,C25W6F150,163.7,2603.55,10020,110,21,良好,2,2,24,2016/5/1

10、9,PHB20160519-4,J41+866.56J41+874.63 J41+900J41+800 J41+891.56J41+899.65 J42+100J42+000 J41+875.37J41+883.44 J42+058.48J42+066.56 J42+091.58J42+099.65 ,二级斜坡面板,C20W6F150,230,2833.55,10020,115,20,良好,3,3,25,2016/5/22,PHB20160522-1,J42+100J42+000,一级斜坡,C20喷射,10,2843.55,10020,90,19,2,26,2016/5/23,PHB20160

11、523-1,J42+100J42+000 J41+250J41+300 J42+050J42+000,一级斜坡,C20喷射,68.5,2912.05,10020,100,18,2,27,2016/5/23,PHB20160523-2,J42+083.48J42+091.56 J42+100.39J42+108.46 J41+800.72J41+808.68 J41+833.46J41+841.54 J41+816.67J41+824.63, 二级斜坡面板,C20W6F150,115,3027.05,10020,115,19,良好,2,2,28,2016/5/23,PHB20160523-3,J

12、41+458.46J41+466.53 J41+474.65J41+482.98J41+490J41+499,一级斜坡面板,C20W6F150,162,3189.05,10020,120,18,良好,2,2,29,2016/5/24,PHB20160524-1,J42+100J42+200 ,脚槽,C20W6F150,150,3339.05,10020,115,19,良好,2,2,30,2016/5/24,PHB20160524-2,J41+923.37J41+931.99 J41+914.01J41+922.63,二级斜坡框架梁面板,C25W6F150,64.4,3403.45,10020,

13、115,19,良好,1,1,31,2016/5/24,PHB20160524-3,J42+116.58J42+124.65 J42+125.39J42+133.46 J42+175.37J42+183.33 J42+191.32J42+199.28,二级斜坡面板,C20W6F150,92,3495.45,10020,110,20,良好,1,1,32,2016/5/25,PHB20160525-1,J41+963.9J41+954.9 J41+945.86J41+936.86 J41+927.82J41+918.82 J41+909.78J41+904.91 J41+904.89J41+900.

14、02J41+508J41+516.72 J41+533.5J41+538.28,一级斜坡面板,C20W6F150,91,3586.45,10020,115,19,良好,1,1,33,2016/5/25,PHB20160525-2,J42+100J42+000,脚槽,C20W6F150,75,3661.45,10020,110,19,良好,1,1,34,2016/5/25,PHB20160525-3,J42+000J41+800,一级斜坡,C20喷射,60,3814.05,10020,110,19,2,35,2016/5/25,PHB20160525-4,J41+045.99J41+037.01

15、 J41+027.63J41+019.01 J41+995.01J41+999.65 J41+900.35J41+904.99 J42+050.11J42+058.99,二级斜坡框架梁面板,C25W6F150,92.6,3754.05,10020,115,20,良好,1,1,36,2016/5/25,PHB20160525-5,J42+141.58J42+149.65 J42+161.17J42+174.63 J42+183.35J42+191.30,二级斜坡面板,C20W6F150,84.3,3898.35,10020,115,19,良好,1,1,37,2016/5/26,PHB201605

16、26-1,J42+150.02J42+158.13 J42+133.48J42+141.56 J42+108.48J42+116.56,二级斜坡面板,C20W6F150,69,3823.05,10020,120,19,良好,1,1,38,2016/5/26,PHB20160526-2,J42+086.01J42+094.99 J42+068.01J42+076.99 J42+000J42+004.99,一级斜坡框架梁面板,C25W6F150,62.7,3961.05,10020,120,18,良好,1,1,39,2016/5/26,PHB20160526-3,J41+990.96J41+981

17、.96 J41+936.84J41+927.84 J41+918.8J41+909.8 J41+981.94J41+972.94 J41+827.27J41+836.34 J41+809.09J41+818.16 J42+200J42+191 J42+181.96J42+172.96,一级斜坡面板,C20W6F150,119.2,3942.25,10020,115,19,良好,2,2,40,2016/5/26,PHB20160526-4,J41+090.99J41+082.37 J41+072.99J41+064.01 J41+905.01J41+913.99,二级斜坡框架梁面板,C25W6F

18、150,97.6,4058.65,10020,110,19,良好,1,1,41,2016/5/29,PHB20160529-1,J41+800J41+809.07 J41+863.63J41+872.7 J41+881.81J41+890.88 J41+818.63J41+872.7 J41+999.98J41+990.98 J41+972.92J41+963.92 J41+954.88J41+945.88 J42+163.92J42+154.92 J42+145.88J42+141.68 J42+138.28J42+129.28 ,一级斜坡面板,C20W6F150,127,4069.25,1

19、0020,110,20,良好,2,2,42,2016/5/29,PHB20160529-2,J41+905.01J41+913.99 J41+090.99J41+082.37 J41+072.99J41+064.01 J41+009.99J41+001.37 J40+991.99J40+983.01 J40+973.63J40+965.01,二级斜坡框架梁,C25W6F150,195.1,4253.75,10020,110,20,良好,2,2,43,2016/5/29,PHB20160529-3,J42+014.01J42+022.99 J42+032.01J42+040.99J42+014.

20、01J42+022.99 J42+032.01J42+040.99J42+059.01J42+067.99 J42+077.01J42+085.99 J42+095.01J42+100,一级斜坡框架梁面板,C25W6F150,112.7,4181.95,10020,110,21,良好,2,2,44,2016/5/30,PHB20160530-1,J41+591.55J41+600 J41+575.37J41+583.44,二级斜坡面板,C20W6F150,32.5,4286.25,10020,115,20,良好,1,1,45,2016/5/30,PHB20160530-2,J42+190.98

21、J42+172.96 J41+559.76J41+568.76 J41+577.78+J41+586.78 J41+541.72J41+550.72 J42+172.94J42+163.94 J42+153.9J42+145.9 J142+129.26J42+120.26 J42+105.62J42+111.22 J42+105.6J42+100 J41+836.36J41+845.43 J41+854.54J41+863.61 J41+872.72J41+881.79 J41+890.9J41+899.97,一级斜坡面板,C20W6F150,221.3,4403.25,10020,115,2

22、0,良好,3,3,46,2016/5/30,PHB20160530-3,J42+005.01J42+013.99 J42+023.01J42+031.99 J42+041.01J42+049.99,一级斜坡框架梁,C25W6F150,75,4361.25,10020,110,20,良好,1,1,47,2016/5/31,PHB20160531-1,J41+318.5J41+327.5 J41+300.5J41+309.5,一级斜坡框架梁,C25W6F150,36.2,4439.45,10020,110,15,良好,1,1,48,2016/6/4,PHB20160604-1,J41+009.99

23、J41+001.37 J40+991.99J40+983.01 J40+973.63J40+965.01 J40+955.99J40+947.37,二级斜坡框架梁,C25W6F150,130.0 ,4491.3 ,10020,115,19,良好,2,2,49,2016/6/4,PHB20160604-2,J41+583.46J41+591.53 J41+566.55J41+574.63 J41+550.37J41+558.44 J41+541.72J41+549.63,二级斜坡面板,C20W6F150,32.4 ,4471.9 ,10020,120,19,良好,1,1,50,2016/6/4,

24、PHB20160604-3,J41+525J41+531.16 J41+550.74J41+559.74,一级斜坡面板,C20W6F150,48.6 ,4539.9 ,10020,115,19,良好,1,1,51,2016/6/4,PHB20160604-4,J41+800J41+890,底板,C20W6F150,200.0 ,4671.9 ,10020,115,19,良好,2,2,52,2016/6/4,PHB20160604-5,J41+800J41+900,一级马道,C20W6F150,50.0 ,4589.9 ,10020,120,19,良好,1,1,53,2016/6/4,PHB20

25、160604-6,J41+318.5J41+327.49,一级斜坡框架梁,C25W6F150,24.3 ,4696.2 ,10020,115,20,良好,1,1,54,2016/6/5,PHB20160605-1,J41+516.55J41+524.63 J41+525.37J41+533.44 J40+891.53J40+883.46 J40+874.63J40+866.55 J40+858.44J40+850.37 J40+841.53+J40+833.46 J40+824.63+J40+816.55 J40+808.44J40+800.37,二级斜坡面板,C20W6F150,285.8,

26、4957.7 ,10020,115,19,良好,3,3,55,2016/6/5,PHB20160605-2,J41+000J42+200,一级马道、水沟,C20W6F150,145,4734.9 ,10020,110,20,良好,2,2,56,2016/6/6,PHB20160606-1,J41+054.63J41+046.01 J41+036.99J41+028.37 J41+018.99J41+010.01 ,二级斜坡框架梁,C25W6F150,105,4694.9 ,10020,110,20,良好,1,1,57,2016/6/6,PHB20160606-2,J41+275.37J41+2

27、83.44 J41+250.37J41+258.44 J41+266.55J41+274.63,二级斜坡面板,C20W6F150,68.7,5026.4 ,10020,115,19,良好,1,1,58,2016/6/7,PHB20160607-1,J41+000.63J40+992.01 J40+937.99J40+929.01 J40+919.63J40+910.01,二级斜坡框架梁,C25W6F150,98,4792.9 ,10020,105,19,良好,1,1,59,2016/6/7,PHB20160607-2,J41+900J42+000,底板,C20W6F150,135,5161.4

28、 ,10020,110,20,良好,2,2,60,2016/6/7,PHB20160607-3,J41+595.82J41+600,一级边坡面板,C20W6F150,8.4,4801.3 ,10020,105,19,良好,1,1,61,2016/6/7,PHB20160607-4,J41+466.55J41+474.63J41+416.55J41+424.63 J41+425.37J41+433.44 J41+441.55J41+449.63 J41+500.37J41+508.44 J41+533.46J41+538.28 J41+475.37J41+483.44 J41+491.55J41

29、+499.63,二级斜坡面板,C20W6F150,196.9,4998.2 ,10020,115,19,良好,2,2,62,2016/6/7,PHB20160607-5,K42+150K42+200,底板右侧,C20,22.5,5020.7 ,10020,110,19,良好,1,1,63,2016/6/9,PHB20160609-1,J40+964.99J40+956.01 J40+946.63J40+938.01 J40+928.99J40+900.37 J40+909.99J40+900.37,二级框架梁,C25W6F150,132,5152.7 ,10020,105,20,良好,2,2,

30、64,2016/6/9,PHB20160609-2,J42+000J42+050,脚槽,C20W6F150,24,5176.7 ,10020,110,19,良好,1,1,65,2016/6/9,PHB20160609-3, J41+258.46J41+266.53 J41+291.55J41+299.63 J41+300.37J41+308.44 J41+316.53J41+324.63 J41+325.37J41+333.44 J41+341.5541+349.63 J41+450.37J41+458.44 J41+483.46J41+483.44 J41+508.46J41+516.53

31、J41+358.46J41+366.53 J41+391.55J41+399.63 J41+400.37J41+408.44 J40+899.63J40+891.55 J40+883.44J40875.37 J40+866.53J40+858.46 J40+849.63J40+841.55 J40+833.44J40+825.37 J40+816.53J40+808.46,二级斜坡,C20W6F150,412.8,5589.5 ,10020,110,19,良好,5,5,66,2016/6/9,PHB20160609-4, J41+586.8J41+595.8 J41+000.78J41+991.78 J41+982.74J41+973.74 J40+964.7J40+955.7 J40+946.66J40+937.66 J40+928.62J40+919.62 J40+910.58J40+901.58 ,一级斜坡,C20W6F150,129.1,5718.6 ,10020,115,20,良好,2,2,67,2016/6/9,P