施工单位：湖南省湘平路桥建设有限公司监理单位：湖南汇林工程建设监理有限责任公司试验单位工程名称/部位设计强度测区号11234567891042444252463842384136测面状态测区号项目测区平均值角度修正值回弹值N角度修正后回弹值浇筑面修正值浇筑面修正后回弹值平均碳化深度值L（mm）测区强度值L（MPa）测区数1043.146.047.148.048.841.5041.5041.542.9042.9042.943.4043.4043.443.8043.8043.844.2044.2044.242.6042.6042.60.045.455.241.048.247.0047.0047.040.5040.5040.543.9043.9043.9122404440445042483640423414444424242503139414424446444438444042475393946464442445247456464448424642464448447412846404644434546428394046443846453948429384048485050464447421044424438424448434441114043404046445439454212484842464644493948411345464244443949323844144744404042445636374315404442484040484842481640384046424247434549水平789金六公路工地试验室CS325 合 同 号：A4试验编号：试验日期浇筑日期回弹仪型号回弹值NRm41.542.943.443.844.242.647.040.543.942.72014.12.262014.11.29ZC3-A型碳化深度mm0000000000六都寨中桥2-9#梁板C40侧面34测试角度561042.7042.7042.745.63.80强度平均值（MPa）46.8强度标准差（MPa）40.6强度推定值Rn(MPa)结论：日期：试验人员： 复核：
因篇幅问题不能全部显示，请点此查看更多更全内容