砼台帐自用时间顺序

1、商品砼抗压强度台帐（桩）C30序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注1S23-332010.7.1112010.8.1183820.8 433.8 488.043.52X24-442010.7.1112010.8.2274732.4 322.4 322.732.53S21-112010.7.1122010.9.2237340.9 100.9 400.940.94X23-222010.7.1122010.8.1183731.0 311.7 311.431.45S24-332010.7.1122010.9.2237337.5 422.2 400.240.06S23-44201

2、0.7.1132010.9.2237247.9 455.0 400.844.67X24-332010.7.1132010.8.1183635.2 322.7 311.633.28X21-222010.7.1132010.8.1183632.8 311.8 311.532.09S20-332010.7.1142010.8.2264326.6 399.0 400.139.010S21-222010.7.1142010.8.2264334.3 333.6 422.334.311X22-442010.7.1142010.8.2274430.4 300.2 300.930.512X23-112010.7

3、.1142010.8.1183540.4 399.0 388.439.313X20-442010.7.1152010.9.1166329.9 466.7 500.846.7商品砼抗压强度台帐（桩）C30序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注14S22-112010.7.1152010.8.2274331.5 311.7 333.232.115S23-112010.7.1152010.8.2274332.8 322.9 322.232.616S24-442010.7.1152010.8.2274333.1 344.0 300.932.717S20-442010.7.1162

4、010.8.2264132.4 355.4 399.435.418X21-442010.7.1162010.8.2264135.4 544.8 400.040.019X24-222010.7.1162010.9.3307640.7 422.3 355.339.420X20-332010.7.1172010.9.114630.7 355.2 333.133.021X22-332010.7.1172010.9.114634.8 344.0 299.032.622X23-442010.7.1172010.9.1166141.0 377.1 455.741.323S24-112010.7.117201

5、0.9.1166142.9 566.6 544.654.824S21-332010.7.1182010.9.114531.6 344.1 366.033.925S23-222010.7.1182010.8.2274035.0 322.2 311.733.026X20-222010.7.1192010.9.114429.3 300.1 300.930.1商品砼抗压强度台帐（桩）C30序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注27X21-112010.7.1192010.9.114435.3 299.2 355.335.328S22-222010.7.1192010.9.1155

6、955.0 555.9 522.854.629X24-112010.7.1192010.9.1165944.5 422.3 411.942.930S20-112010.7.1192010.9.2236642.4 433.0 477.744.431X22-112010.7.2202010.9.1165838.9 399.7 388.038.932X23-332010.7.2202010.9.1155865.1 588.3 633.662.333S21-442010.7.2212010.9.2236443.2 466.1 400.543.334S24-222010.7.2212010.9.1165

7、759.4 588.4 400.558.435S20-222010.7.2212010.9.2236447.6 466.0 433.645.736S19-332010.7.2222010.9.1165617.2 522.0 566.852.037X21-332010.7.2222010.9.1165636.1 400.0 444.040.038S22-332010.7.2222010.9.2236350.2 377.6 388.738.739S15-112010.7.2222010.9.1165244.5 499.7 466.847.0商品砼抗压压强度台台帐（桩桩）C330序号桩号部位制件日期

8、委托日期龄期抗压强度平均强度出厂单备 注40X19-222010.7.2232010.9.1165550.8 500.7 577.352.941X20-112010.7.2232010.9.1165549.9 544.0 455.149.742X22-222010.7.2232010.9.334234.1 388.0 366.236.143S17-112010.7.2242010.9.113933.9 288.8 322.231.644S18-112010.7.2242010.9.1156828.6 333.2 300.930.945S19-442010.7.2242010.9.113931.

9、3 277.2 322.330.346S22-442010.7.2242010.9.113932.7 299.2 300.430.847S16-112010.7.2252010.9.113833.6 322.0 322.932.848X17-222010.7.2252010.9.1165345.1 455.6 377.045.149X18-222010.7.2252010.9.334038.9 377.5 366.337.550S19-112010.7.2252010.9.1165349.8 422.7 488.447.051X19-112010.7.2252010.9.1165348.7 4

10、66.3 366.346.352X16-222010.7.2262010.9.1165247.4 499.6 400.445.8商品砼抗压压强度台台帐（桩桩）C330序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注53S17-332010.7.2262010.9.1165256.0 566.7 477.356.054X19-442010.7.2262010.9.1165241.4 566.7 488.548.555X15-222010.7.2272010.9.3306534.1 344.8 344.334.456S16-222010.7.2272010.9.1165143.3 38

11、8.9 355.439.257X17-112010.7.2272010.9.1165158.3 566.5 288.356.558S19-222010.7.2272010.9.1165149.2 499.7 399.049.259S14-112010.7.2282010.9.1165057.7 600.7 477.257.760S15-222010.7.2282010.9.1165051.9 344.8 488.948.961S17-442010.7.2282010.9.1165058.9 566.2 500.655.262X16-112010.7.2282010.9.2235738.2 33

12、3.3 388.836.863S16-332010.7.2292010.9.1164952.3 500.0 566.252.864X17-442010.7.2292010.9.1164942.9 444.3 500.145.865S18-222010.7.2292010.9.1164958.0 500.4 555.654.7商品砼抗压压强度台台帐（桩桩）C330序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注66X19-332010.7.2292010.9.1164939.3 422.7 422.541.567S14-222010.7.3302010.9.1164850.2 466

13、.0 455.247.168X15-112010.7.3302010.9.1164854.3 444.9 400.444.969S17-222010.7.3302010.9.1164854.3 400.4 466.746.770X18-112010.7.3302010.9.2235546.9 499.6 500.148.971X16-442010.7.3312010.9.2235446.0 355.2 411.440.972S14-332010.7.3312010.9.2235446.0 355.2 411.440.973S15-332010.7.3312010.9.1164752.0 477

14、.7 433.547.774X17-332010.7.3312010.9.1164756.5 355.4 355.635.675X14-442010.8.112010.9.1164643.2 466.8 48846.076X15-442010.8.112010.9.1164639.1 633.9 422.742.777S16-442010.8.112010.9.1164650.7 577.7 488.152.278S18-332010.8.112010.9.3306030.6 388.7 311.531.5商品砼抗压压强度台台帐（桩桩）C330序号桩号部位制件日期委托日期龄期抗压强度平均强度出

15、厂单备 注79S14-442010.8.222010.9.1164532.4 344.2 255.232.480S15-442010.8.222010.9.3305934.5 355.2 344.834.881X16-332010.8.222010.9.3305943.3 277.3 411.241.282X18-442010.8.222010.9.3305937.9 411.7 311.237.983S13-112010.8.332010.9.3305839.0 388.5 433.340.384S18-442010.8.332010.9.1164450.8 500.1 377.950.18

16、5S25-112010.8.442010.9.3305739.2 333.4 422.038.286X14-112010.8.442010.9.2235028.2 388.9 411.438.987X15-332010.8.442010.9.2235047.2 455.9 411.744.988S13-222010.8.552010.9.2234946.0 366.7 433.242.089X18-332010.8.552010.9.2234944.4 388.9 388.340.590S13-332010.8.662010.9.3305538.6 299.6 411.538.691X25-2

17、22010.8.662010.9.2234840.7 400.7 444.842.7商品砼抗压压强度台台帐（桩桩）C330序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注92X14-332010.8.772010.9.2234734.0 377.2 400.637.393S25-222010.8.772010.9.2234741.9 399.8 433.441.794S26-112010.8.772010.9.2234747.2 399.4 411.142.695X13-222010.8.882010.9.2234634.8 422.2 433.742.296X25-112010.

18、8.882010.9.2234647.9 399.6 477.247.297X26-222010.8.882010.9.2234644.5 455.8 433.444.698S13-442010.8.992010.9.2234540.6 422.1 455.042.699S25-332010.8.992010.9.2234539.3 344.5 455.239.7100S26-332010.8.992010.9.2234545.0 344.4 455.045.0101X25-442010.8.1102010.9.2234436.1 399.4 399.038.2102S26-442010.8.

19、1102010.9.2234441.6 400.4 466.042.7103X13-442010.8.1112010.9.2234334.8 522.1 411.041.0104X13-112010.8.1122010.9.2234243.1 411.2 422.742.3商品砼抗压压强度台台帐（桩桩）C330序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注105S25-442010.8.1122010.9.2234237.4 333.4 388.536.4106X26-112010.8.1122010.9.2234240.1 344.2 411.538.1107X13-33201

20、0.8.1132010.9.2234145.9 333.1 344.134.1108X25-332010.8.1132010.9.2234149.4 300.9 355.935.9109S26-222010.8.1132010.9.2234137.1 344.3 399.336.9110X14-222010.8.1142010.9.2234043.4 399.1 388.440.3111X26-332010.8.1152010.9.2233943.2 455.9 422.043.7112X26-442010.8.1162010.9.2233835.0 400.4 411.939.1113S11

21、-112011.5.111114X11-112011.5.112115S11-222011.5.113116X11-222011.5.112117S11-332011.5.115商品砼抗压压强度台台帐（桩桩）C330序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注118X11-332011.5.116119S11-442011.5.117120X11-442011.5.119商品砼抗压压强度台台帐（承承台）CC30序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注1S242010.8. 42010.9.1164339.5 399.7 399.539.62X242010.8

22、.442010.9.1164343.2 422.9 322.642.93S222010.8.772010.9.2234744.9 444.2 477.445.54X222010.8.772010.9.2234750.9 500.4 422.050.45X232010.8.882010.9.2234645.5 477.9 466.446.66S212010.8.992010.9.2234536.8 399.4 477.639.47X212010.8.1102010.9.2234443.6 466.2 466.245.38S202010.8.1102010.9.2234438.5 455.2 48

23、8.244.09S192010.8.1112010.9.2234348.8 322.6 344.034.010S232010.8.1112010.9.2234346.7 344.1 322.234.111X202010.8.1122010.9.2234248.2 399.6 500.848.212X192010.8.1122010.9.2234245.6 511.9 411.446.313X182010.8.1132010.9.2234131.2 500.1 344.034.0商品砼抗压压强度台台帐（承承台）CC30序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注14S182010

24、.8. 132010.9.2234146.0 499.2 399.544.915X172010.8.1142010.9.2234046.2 366.3 455.645.616S172010.8.1142010.9.2234039.2 399.3 466.039.317S162010.8.2212010.9.2233344.7 411.3 455.243.718X252010.8.2272010.9.3303436.1 355.0 344.035.019X132010.8.2272010.9.3303435.6 344.8 355.435.320S132010.8.3302010.9.33031

25、36.3 355.7 355.035.721X142010.8.2272010.9.3303436.8 344.8 355.435.722S142010.8.3302010.9.3303133.8 344.8 355.934.823S252010.8.22724X162010.8.22125S152010.8.22126X152010.8.221商品砼抗压压强度台台帐（承承台）CC30序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注27S112011.6.5528X112011.6.88商品砼抗压压强度台台帐（墩墩身）CC40序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备

26、 注1S242010.8. 182010.10.2842.5 499.9 488.146.82S232010.8.1182010.10.2858.4 433.4 433.343.3 3X242010.8.22159.2 444.7 466.446.44X232010.8.22126.8 422.3 411.341.3 5X222010.8.2222010.10.2846.8 444.0 500.847.26S222010.8.2237S212010.8.2252010.10.2843.2 500.9 422.843.28X212010.8.2272010.10.2852.3 511.9 466

27、.650.39S202010.8.2292010.10.2839.8 466.6 522.7 46.410S192010.9.112010.10.2846.8 499.9 511.2 49.311X202010.9.112010.10.2840.8 399.3 488.542.812X252010.9.2249.2 577.9 444.049.2 13S252010.9.222010.10.2851.5 566.8 499.552.6商品砼抗压压强度台台帐（墩墩身）CC40序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注14X192010.9.3353.3 522.7 566.95

28、4.315S182010.9.3350.4 466.5 544.016X182010.9.5517X172010.9.7755.5 433.3 388.843.318X162010.9.1112010.10.2852.2 433.1 499.748.319S172010.9.11320X152010.9.11521桥台2010.9.11622S162010.9.11723S152010.9.22124X142010.9.22225S142010.9.22526S132010.9.330商品砼抗压压强度台台帐（墩墩身）CC40序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注2726桥

29、台2010.9.222010.10.2842.3 566.5 433.443.428X132010.10.429S112011.6.11230X112011.6.114商品砼抗压压强度台台帐（组组合梁）CC50序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注1S12-22中梁2010.9.2272S12-11边梁2010.9.2283S12-33中梁2010.9.3304S12-44边梁2010.9.3305X12-11边梁2010.10.36X12-22中梁2010.10.37X12-33中梁2010.10.68X12-44边梁2010.10.6商品砼抗压压强度台台帐（组组合梁）

30、CC50序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注1X21-22端横梁梁2011.4.22555.7 555.3 577.7 56.2X24-11端横梁梁57.1 533.4 522.054.2X21XX24箱箱梁58.2 577.2 477.6 57.2X22.223中横横梁55.7 577.0 599.557.452.0 544.4 488.351.62S22.223中横横梁2011.4.22651.4 566.9 577.955.4S21SS24箱箱梁59.1 533.6 511.654.8S24-11端横梁梁51.6 577.0 588.655.7S21-22端横梁梁

31、57.7 544.0 555.3 499.3 57.9 556.9955.7 54.73S11-11边梁2011.4.22649.9 577.8 588.255.34S11-22中梁2011.4.22864.2 677.1 644.865.45S11-33中梁2011.5.996S11-44边梁2011.5.22商品砼抗压压强度台台帐（组组合梁）CC50序号桩号部位制件日期委托日期龄期抗压强度平均强度出厂单备 注7S17-22端横梁梁2011.5.55S21-11端横梁梁S18。119.220中梁梁S17SS21箱箱梁8X17-22端横梁梁2011.5.88X21-11端横梁梁X18。119.220中梁梁X17XX21箱箱梁9X11-11边梁2011.5.9910X11-22中梁2011.5.9911X11-33中梁2011.5.11312X11-44边梁2011.5.11313X2422620