砼台帐自用)时间顺序.doc

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1S23-32010.7.112010.8.183820.8 43.8 48.043.52X24-42010.7.112010.8.274732.4 32.4 32.732.53S21-12010.7.122010.9.237340.9 10.9 40.940.94X23-22010.7.122010.8.183731.0 31.7 31.431.45S24-32010.7.122010.9.237337.5 42.2 40.240.06S23-42010.7.132010.9.237247.9 45.0 40.844.67X24-32010.7.132010.8.183635.2 32.7 31.633.28X21-22010.7.132010.8.183632.8 31.8 31.532.09S20-32010.7.142010.8.264326.6 39.0 40.139.010S21-22010.7.142010.8.264334.3 33.6 42.334.311X22-42010.7.142010.8.274430.4 30.2 30.930.512X23-12010.7.142010.8.183540.4 39.0 38.439.313X20-42010.7.152010.9.166329.9 46.7 50.846.7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14S22-12010.7.152010.8.274331.5 31.7 33.232.115S23-12010.7.152010.8.274332.8 32.9 32.232.616S24-42010.7.152010.8.274333.1 34.0 30.932.717S20-42010.7.162010.8.264132.4 35.4 39.435.418X21-42010.7.162010.8.264135.4 54.8 40.040.019X24-22010.7.162010.9.307640.7 42.3 35.339.420X20-32010.7.172010.9.14630.7 35.2 33.133.021X22-32010.7.172010.9.14634.8 34.0 29.032.622X23-42010.7.172010.9.166141.0 37.1 45.741.323S24-12010.7.172010.9.166142.9 56.6 54.654.824S21-32010.7.182010.9.14531.6 34.1 36.033.925S23-22010.7.182010.8.274035.0 32.2 31.733.026X20-22010.7.192010.9.14429.3 30.1 30.930.1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27X21-12010.7.192010.9.14435.3 29.2 35.335.328S22-22010.7.192010.9.155955.0 55.9 52.854.629X24-12010.7.192010.9.165944.5 42.3 41.942.930S20-12010.7.192010.9.236642.4 43.0 47.744.431X22-12010.7.202010.9.165838.9 39.7 38.038.932X23-32010.7.202010.9.155865.1 58.3 63.662.333S21-42010.7.212010.9.236443.2 46.1 40.543.334S24-22010.7.212010.9.165759.4 58.4 40.558.435S20-22010.7.212010.9.236447.6 46.0 43.645.736S19-32010.7.222010.9.165617.2 52.0 56.852.037X21-32010.7.222010.9.165636.1 40.0 44.040.038S22-32010.7.222010.9.236350.2 37.6 38.738.739S15-12010.7.222010.9.165244.5 49.7 46.847.0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40X19-22010.7.232010.9.165550.8 50.7 57.352.941X20-12010.7.232010.9.165549.9 54.0 45.149.742X22-22010.7.232010.9.34234.1 38.0 36.236.143S17-12010.7.242010.9.13933.9 28.8 32.231.644S18-12010.7.242010.9.156828.6 33.2 30.930.945S19-42010.7.242010.9.13931.3 27.2 32.330.346S22-42010.7.242010.9.13932.7 29.2 30.430.847S16-12010.7.252010.9.13833.6 32.0 32.932.848X17-22010.7.252010.9.165345.1 45.6 37.045.149X18-22010.7.252010.9.34038.9 37.5 36.337.550S19-12010.7.252010.9.165349.8 42.7 48.447.051X19-12010.7.252010.9.165348.7 46.3 36.346.352X16-22010.7.262010.9.165247.4 49.6 40.445.8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53S17-32010.7.262010.9.165256.0 56.7 47.356.054X19-42010.7.262010.9.165241.4 56.7 48.548.555X15-22010.7.272010.9.306534.1 34.8 34.334.456S16-22010.7.272010.9.165143.3 38.9 35.439.257X17-12010.7.272010.9.165158.3 56.5 28.356.558S19-22010.7.272010.9.165149.2 49.7 39.049.259S14-12010.7.282010.9.165057.7 60.7 47.257.760S15-22010.7.282010.9.165051.9 34.8 48.948.961S17-42010.7.282010.9.165058.9 56.2 50.655.262X16-12010.7.282010.9.235738.2 33.3 38.836.863S16-32010.7.292010.9.164952.3 50.0 56.252.864X17-42010.7.292010.9.164942.9 44.3 50.145.865S18-22010.7.292010.9.164958.0 50.4 55.654.7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66X19-32010.7.292010.9.164939.3 42.7 42.541.567S14-22010.7.302010.9.164850.2 46.0 45.247.168X15-12010.7.302010.9.164854.3 44.9 40.444.969S17-22010.7.302010.9.164854.3 40.4 46.746.770X18-12010.7.302010.9.235546.9 49.6 50.148.971X16-42010.7.312010.9.235446.0 35.2 41.440.972S14-32010.7.312010.9.235446.0 35.2 41.440.973S15-32010.7.312010.9.164752.0 47.7 43.547.774X17-32010.7.312010.9.164756.5 35.4 35.635.675X14-42010.8.12010.9.164643.2 46.8 4846.076X15-42010.8.12010.9.164639.1 63.9 42.742.777S16-42010.8.12010.9.164650.7 57.7 48.152.278S18-32010.8.12010.9.306030.6 38.7 31.531.5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79S14-42010.8.22010.9.164532.4 34.2 25.232.480S15-42010.8.22010.9.305934.5 35.2 34.834.881X16-32010.8.22010.9.305943.3 27.3 41.241.282X18-42010.8.22010.9.305937.9 41.7 31.237.983S13-12010.8.32010.9.305839.0 38.5 43.340.384S18-42010.8.32010.9.164450.8 50.1 37.950.185S25-12010.8.42010.9.305739.2 33.4 42.038.286X14-12010.8.42010.9.235028.2 38.9 41.438.987X15-32010.8.42010.9.235047.2 45.9 41.744.988S13-22010.8.52010.9.234946.0 36.7 43.242.089X18-32010.8.52010.9.234944.4 38.9 38.340.590S13-32010.8.62010.9.305538.6 29.6 41.538.691X25-22010.8.62010.9.234840.7 40.7 44.842.7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92X14-32010.8.72010.9.234734.0 37.2 40.637.393S25-22010.8.72010.9.234741.9 39.8 43.441.794S26-12010.8.72010.9.234747.2 39.4 41.142.695X13-22010.8.82010.9.234634.8 42.2 43.742.296X25-12010.8.82010.9.234647.9 39.6 47.247.297X26-22010.8.82010.9.234644.5 45.8 43.444.698S13-42010.8.92010.9.234540.6 42.1 45.042.699S25-32010.8.92010.9.234539.3 34.5 45.239.7100S26-32010.8.92010.9.234545.0 34.4 45.045.0101X25-42010.8.102010.9.234436.1 39.4 39.038.2102S26-42010.8.102010.9.234441.6 40.4 46.042.7103X13-42010.8.112010.9.234334.8 52.1 41.041.0104X13-12010.8.122010.9.234243.1 41.2 42.742.3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105S25-42010.8.122010.9.234237.4 33.4 38.536.4106X26-12010.8.122010.9.234240.1 34.2 41.538.1107X13-32010.8.132010.9.234145.9 33.1 34.134.1108X25-32010.8.132010.9.234149.4 30.9 35.935.9109S26-22010.8.132010.9.234137.1 34.3 39.336.9110X14-22010.8.142010.9.234043.4 39.1 38.440.3111X26-32010.8.152010.9.233943.2 45.9 42.043.7112X26-42010.8.162010.9.233835.0 40.4 41.939.1113S11-12011.5.11114X11-12011.5.12115S11-22011.5.13116X11-22011.5.12117S11-32011.5.15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118X11-32011.5.16119S11-42011.5.17120X11-42011.5.19商品砼抗压强度台帐（承台）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1S242010.8. 42010.9.164339.5 39.7 39.539.62X242010.8.42010.9.164343.2 42.9 32.642.93S222010.8.72010.9.234744.9 44.2 47.445.54X222010.8.72010.9.234750.9 50.4 42.050.45X232010.8.82010.9.234645.5 47.9 46.446.66S212010.8.92010.9.234536.8 39.4 47.639.47X212010.8.102010.9.234443.6 46.2 46.245.38S202010.8.102010.9.234438.5 45.2 48.244.09S192010.8.112010.9.234348.8 32.6 34.034.010S232010.8.112010.9.234346.7 34.1 32.234.111X202010.8.122010.9.234248.2 39.6 50.848.212X192010.8.122010.9.234245.6 51.9 41.446.313X182010.8.132010.9.234131.2 50.1 34.034.0商品砼抗压强度台帐（承台）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14S182010.8. 132010.9.234146.0 49.2 39.544.915X172010.8.142010.9.234046.2 36.3 45.645.616S172010.8.142010.9.234039.2 39.3 46.039.317S162010.8.212010.9.233344.7 41.3 45.243.718X252010.8.272010.9.303436.1 35.0 34.035.019X132010.8.272010.9.303435.6 34.8 35.435.320S132010.8.302010.9.303136.3 35.7 35.035.721X142010.8.272010.9.303436.8 34.8 35.435.722S142010.8.302010.9.303133.8 34.8 35.934.823S252010.8.2724X162010.8.2125S152010.8.2126X152010.8.21商品砼抗压强度台帐（承台）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27S112011.6.528X112011.6.8商品砼抗压强度台帐（墩身）C40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. 182010.10.2842.5 49.9 48.146.82S232010.8.182010.10.2858.4 43.4 43.343.3 3X242010.8.2159.2 44.7 46.446.44X232010.8.2126.8 42.3 41.341.3 5X222010.8.222010.10.2846.8 44.0 50.847.26S222010.8.237S212010.8.252010.10.2843.2 50.9 42.843.28X212010.8.272010.10.2852.3 51.9 46.650.39S202010.8.292010.10.2839.8 46.6 52.7 46.410S192010.9.12010.10.2846.8 49.9 51.2 49.311X202010.9.12010.10.2840.8 39.3 48.542.812X252010.9.249.2 57.9 44.049.2 13S252010.9.22010.10.2851.5 56.8 49.552.6商品砼抗压强度台帐（墩身）C40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14X192010.9.353.3 52.7 56.954.315S182010.9.350.4 46.5 54.016X182010.9.517X172010.9.755.5 43.3 38.843.318X162010.9.112010.10.2852.2 43.1 49.748.319S172010.9.1320X152010.9.1521桥台2010.9.1622S162010.9.1723S152010.9.2124X142010.9.2225S142010.9.2526S132010.9.30商品砼抗压强度台帐（墩身）C40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桥台2010.9.22010.10.2842.3 56.5 43.443.428X132010.10.429S112011.6.1230X112011.6.14商品砼抗压强度台帐（组合梁）C50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1S12-2中梁2010.9.272S12-1边梁2010.9.283S12-3中梁2010.9.304S12-4边梁2010.9.305X12-1边梁2010.10.36X12-2中梁2010.10.37X12-3中梁2010.10.68X12-4边梁2010.10.6商品砼抗压强度台帐（组合梁）C50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1X21-2端横梁2011.4.2555.7 55.3 57.7 56.2X24-1端横梁57.1 53.4 52.054.2X21X24箱梁58.2 57.2 47.6 57.2X22.23中横梁55.7 57.0 59.557.452.0 54.4 48.351.62S22.23中横梁2011.4.2651.4 56.9 57.955.4S21S24箱梁59.1 53.6 51.654.8S24-1端横梁51.6 57.0 58.655.7S21-2端横梁57.7 54.0 55.3 49.3 57.9 56.955.7 54.73S11-1边梁2011.4.2649.9 57.8 58.255.34S11-2中梁2011.4.2864.2 67.1 64.865.45S11-3中梁2011.5.96S11-4边梁2011.5.2商品砼抗压强度台帐（组合梁）C50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7S17-2端横梁2011.5.5S21-1端横梁S18。19.20中梁S17S21箱梁8X17-2端横梁2011.5.8X21-1端横梁X18。19.20中梁X17X21箱梁9X11-1边梁2011.5.910X11-2中梁2011.5.911X11-3中梁2011.5.1312X11-4边梁2011.5.1313X24262011.6.8商品砼抗压强度台