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Printed on:Tuesday 02/25/2025 03:23 PM 29C0321/AAAO/148022Pageof55 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />DECK WORK RECOMMENDATIONS <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Deck-Misc <br />11/30/2004 <br />Str Target ROUTINE <br />Remove the AC on the bridge deck within 3 feet of the rails since the rail height is less than 29 inches. <br />Dist Target <br />EA Status PROPOSED <br />220 Pile Cap/Footing-RC <br />Scour <br />2 <br />2 <br />12 <br />12 <br />m <br />each <br /> 0 <br /> 0 <br /> 12 <br /> 12 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 06000 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />WORK RECOMMENDATIONS <br />(215-521) Concrete Coat.(Meth/Sealer) <br />(220-6000) Scour <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition StateDefect/ <br />Prot Defect <br />A thick epoxy coating was applied to the abutments sometime between the 2008 and 2011 inspections. See Photo 3 dated <br />11/14/2018. <br />Previously, there was moderate abrasion throughout the abutments and a 2 inch wide crack in the center of Abutment 1. <br />The Abutment 1 footing is exposed horizontally over two-thirds the length of the abutment. See Photo 6 dated 11/04/2022. <br />The Pier 2 footing is exposed up to 6 inches vertically on the Span 1 side over the full length of the pier. No undermining was noted. <br />See Photo 7 dated 11/04/2022. <br />These conditions have been previously reported and and were check with the aid of probing, no significant changes were noted.