The quality control and safety assessment of existing bridge decks as a result of integrated field tests are presented in this work as a systematic technique. The aim of this research is to determine an effective approach for directly protecting concrete bridges exposed to transportation exhaust and acid rain. Mechanical property, permeability, chloride effect and abrasion resistance tests at days 28, 91, 180, 360 and 540 of the concrete specimen were used to evaluate the concrete strength. The results demonstrated the efficacy of the nanomortar, insulating paints and epoxy resin in improving concrete characteristics. In terms of water permeability, the specimen with 0% epoxy resin performed poorly compared with the control. Fuzrthermore, compared with the other combinations, the mixture with epoxy resin presented the lowest water permeability, followed by the mixtures with insulating paints and nanomortars. The specimen with epoxy resin obtained the lowest water penetration (0 mm). The specimen with insulating paint obtained the lowest water penetration (216 mm) at 91 days (with effect). This ratio can be explained by the reduction in permeability of 68.37% with respect to the control. The specimen with nanomortar obtained the lowest water penetration (14.5 mm) at 91 days, with effect.
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