A new methodology for durability health monitoring for a bridge structure during construction was developed by monitoring concrete's saturated electrical resistivity (ρ_S), rapid chloride permeability (RCP), and the apparent chloride diffusion coefficient (D_AP) indices. Results were compared with same durability indices collected previously from in‐service bridges located along the Gulf of Mexico (Florida, USA, and Yucatan, Mexico). Excellent correlations were found between ρ_S versus RCP, ρ_S versus D_AP, and RCP versus D_AP from present and previous investigation data. Empirical models obtained corroborate that ρ_S test is feasible to use, instead of more complicated and expensive testing, for structural health monitoring for quality control/assurance during construction.

中文翻译：

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海洋环境下混凝土结构施工过程中的耐久性健康监测

对于耐久性健康监测在施工期间的桥结构的新方法通过监测具体的饱和的电阻率（显影ρ_小号），氯化快速渗透性（RCP），表观氯离子扩散系数（d _AP）指数。将结果与以前从沿墨西哥湾（美国佛罗里达州和墨西哥尤卡坦州）的在役桥梁收集的相同耐久性指标进行比较。发现优良相关之间ρ _š对RCP，ρ _š与d _AP，并且RCP与d _AP根据当前和以前的调查数据。经验模型得到确证ρ_小号测试是使用是可行的，而不是更复杂和昂贵的测试，在施工期间的结构健康监控用于质量控制/保证。