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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1S23-32010.7.112010.8.183820.8 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
2、 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 38.439.313X20-42010.7.152010.9.1
3、66329.9 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 40.040.019X24-220
4、10.7.162010.9.307640.7 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 31.73
5、3.026X20-22010.7.192010.9.14429.3 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
6、.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.
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 32.231.64
8、4S18-12010.7.242010.9.156828.6 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.
9、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
10、.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
11、-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 41.440.9
