After 27 years of service, bridge LIC-310, a deteriorated adjacent prestress concrete box beam bridge, was removed and several of its girders were forensically and destructively tested to determine their remaining structural capacity. Based on this information, analytical models were developed to investigate the influence of the deterioration on the individual and collective performance of the girders. Finally, the results of these models were used to rate the bridge according to two different methodologies; Load Factor Rating (LFR) and Load and Resistance Factor Rating (LRFR). For each of these approaches, the bridge was analyzed as a simply and continuous supported structured. For simply supported conditions, the study concluded that based on the experimental capacities and adopting the LRFR methodology, the bridge should have been posted to 21 tons. Moreover, it recommended replacing the pier diaphragms to take full advantage of the continuity system and to strength and repair the girders that exhibited a high deterioration stage.