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Department of Transportation - Division of Maintenance <br />SUBSTRUCTURE PHOTOGRAPHS <br />Structure Maintenance & Investigations <br />Photo 3 <br />Large pocket of unconsolidated concrete at the west nose of <br />Pier 5. <br />Photo 5 <br />Pier 6 and Pier 7 shown with Pier 7 in the dry. <br />Photo 4 <br />Pier 3 and Pier 4 shown with Pier 3 in the dry. <br />Photo 6 <br />Pier 7 in the dry with exposed footing and visible undermining. <br />DECK WORK RECOMMENDATIONS <br />Rec Date 09/05/2012 Work By LOCAL AGENCY Est Cost Dist Target <br />Status PROPOSED Action Deck -Resurface Str Target ROUTINE EA <br />Remove the partial deck overlay and place a polyester overlay across the entire bridge deck to mitigate the deck cracks and spalls. <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS <br />SUPERSTRUCTURE WORK RECOMMENDATIONS <br />Rec Date 03/26/2001 Work By LOCAL AGENCY <br />Est Cost <br />Dist Target <br />Status PROPOSED Action Bearings -Clean <br />Str Target ROUTINE <br />EA <br />Clean all of the bearings at both abutments. <br />SUBSTRUCTURE WORK RECOMMENDATIONS <br />Rec Date 11/02/2010 Work By LOCAL AGENCY <br />Est Cost <br />Dist Target <br />Status PROPOSED Action Sub -Patch spalls <br />Str Target ROUTINE <br />EA <br />The voids in the area of unconsolidated concrete on the Span 4 side of Pier 5 should be filled <br />with an appropriate <br />patching material. This work should be performed at a minus tide. <br />OTHER WORK RECOMMENDATIONS <br />Printed on: Tuesday 06/10/2025 10:32 AM Page 8 of 9 29C0028/AAAU/151624 <br />