10十三、混凝土试件抗压强度评定表.doc

十三、混凝土试件抗压强度评定表序号评定部位设计强度等级n12mfcu fcu,minsfcuMfcu-lsfcu2fcu,k0.95fcu,k 1.15 fcu,k计算结果复算结果1基础垫层（同条件）C156/23.2 23.2/14.25 17.2523.217.25合格2基础垫层（标准）C156/23.4 23.4/ 14.25 17.2523.417.25合格3基础承台、地梁（同条件）C406/47.2 52.2/38.0 46.047.238.052.246.0合格4基础承台、地梁（标准）C406/43.2 51.0/38.0 46.043.238.051.046.0合格54#楼主体（同条件）C403/45.4 48.93/38.0 46.045.438.048.9346.0合格64#楼主体（同条件）C353/39.5 42.33/33.25 40.2539.533.2542.3340.25合格74#楼主体（同条件）C303/38.06 42.46/28.50 34.5038.0628.5042.4634.50合格84#楼主体（同条件）C253/38.61 39.38/23.75 28.7538.6123.7539.3828.75合格94#楼主体（标准）C406/42.0 46.62 /38.0 46.0 42.038.046.6246.0合格104#楼主体（标准）C351117.0 0.935.20 39.452.8334.64 31.50 合格监理单位复算人签名：2008年4 月20日十三、混凝土试件抗压强度评定表序号评定部位设计强度等级n12mfcu fcu,minsfcuMfcu-lsfcu2fcu,k0.95fcu,k 1.15 fcu,k计算结果复算结果115#楼主体（同条件）C403/47.13 45.5/38.046.045.538.047.1346.0合格125#楼主体（同条件）C353/47.30 44.2/33.2540.2544.233.2547.3040.25合格135#楼主体（同条件）C303/40.48 38.28/28.5034.5038.2828.5040.4834.50合格145#楼主体（标准）C406/46.80 40.3/38.046.040.338.046.8046.0合格155#楼主体（标准）C351117.00.939.9235.02.2634.0731.50合格165#楼主体（标准）C308/36.8132.0/28.5034.5032.028.5036.8134.50合格176#楼主体（同条件）C403/49.7048.5/38.046.048.538.049.7046.0合格186#楼主体（同条件）C353/45.6042.5/33.2540.2542.533.2545.6040.25合格196#楼主体（同条件）C303/46.5341.36/28.5034.5041.3628.5046.5334.50合格206#楼主体（同条件）C253/36.0434.1/23.7528.7534.123.7536.0428.75合格监理单位复算人签名：2008年4 月20日十三、混凝土试件抗压强度评定表序号评定部位设计强度等级n12mfcu fcu,minsfcuMfcu-lsfcu2fcu,k0.95fcu,k 1.15 fcu,k计算结果复算结果216#楼主体（标准）C405/46.7240.1 /38.046.040.138.046.7246.0合格226#楼主体（标准）C351017.00.939.74 35.103.3034.1229.75合格236#楼主体（标准）C308/36.7131.30 /28.5034.5031.3028.5036.7131.30合格247#楼主体（同条件）C403/46.2745.3 /38.046.045.338.045.346.0合格257#楼主体（同条件）C353/47.8745.8/33.2540.2545.833.2547.8745.8合格267#楼主体（同条件）C304/38.6734.98/28.5034.5034.9828.5038.6734.50合格277#楼主体（同条件）C252/38.1234.76/23.7528.7534.7623.7538.1228.75合格287#楼主体（标准）C405/46.242.4/38.046.042.438.046.246.0合格297#楼主体（标准）C351017.00.939.5542.42.4235.4431.50合格307#楼主体（标准）C308/34.6329.6/28.5034.5029.628.5034.6334.50合格监理单位复算人签名：2008年 4 月30日十三、混凝土试件抗压强度评定表序号评定部位设计强度等级n12mfcu fcu,minsfcuMfcu-lsfcu2fcu,k0.95fcu,k 1.15 fcu,k计算结果复算结果318#楼主体（同条件）C403/49.0747.5 /38.046.047.538.049.0746.0合格328#楼主体（同条件）C353/43.8940.7 /33.2540.2540.733.2540.740.25合格338#楼主体（同条件）C303/39.8936.85 /28.5034.5036.8528.5039.8934.50合格348#楼主体（标准）C406/46.8540.9 /38.046.040.938.046.8546.0合格358#楼主体（标准）C351117.00.940.4636.4035.734.4031.50合格368#楼主体（标准）C308/36.8932.40/28.5034.5032.4028.5036.8934.50合格379#楼主体（同条件）C403/45.8042.7/38.046.042.738.045.8042.7合格389#楼主体（同条件）C353/39.8838.94/33.2540.2538.9433.25合格399#楼主体（同条件）C303/42.5340.7/28.5034.5040.728.5042.5334.50合格409#楼主体（标准）C406/46.3838.6/38.046.038.638.046.3838.6合格监理单位复算人签名：2008年5月30日十三、混凝土试件抗压强度评定表序号评定部位设计强度等级n12mfcu fcu,minsfcuMfcu-lsfcu2fcu,k0.95fcu,k 1.15 fcu,k计算结果复算结果4