委托单位工程名称结构部位构件名称测区R112345678910测 区 号测区平均值回弹角度角度修正值回弹值角度修正后浇筑面类型浇筑面修正值浇筑面修正后碳化深度碳化强度换算1234567 8 9 443735404042R2425135403640R3483534373943R4403536413836R5423535443837R6443849404338R7474037353747R8443737374238R9363835383647R10424134504438R11414541384040R12443839444537R13523735374742R14403834384136R15413637433642R16493934414635Rm43.137.835.639.640.239.4 10 报告编号试验日期试验仪器试验规程回 弹 值 Ri43.137.835.639.640.239.4无0无0无0无0无0无043.137.835.639.640.239.4侧面侧面侧面侧面侧面侧面00000043.137.835.639.640.239.400000423.9040.34.4148.337.132.940.72.014.54.54.29是否泵送是泵送混凝土修正值泵送修正后测区强度值测区数6结论fcu,min50.3141.637.444.9945.944.71强度平均值44.210Mpa,强度推定值为37.4MPa强度标准差4.3强度推定值37.4强度最小值37.4>试验：审核：批准：
因篇幅问题不能全部显示，请点此查看更多更全内容