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Printed on:Thursday 10/03/2024 11:45 AM 29C0220/AAAS/136924Pageof88 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Super-Misc <br />10/16/2012 <br />Str Target ROUTINE <br />Replace the missing bolt and secure the pipe hanger in Span 1 near Pier 2. <br />Dist Target <br />EA Status PROPOSED <br />Work By <br />Work By <br />Action <br />Action <br />Est Cost <br />Est Cost <br />Rec Date <br />Rec Date <br />LOCAL AGENCY <br />LOCAL AGENCY <br />Bridge-Misc <br />Drainage/Erosion Iss <br />06/26/2018 <br />06/14/2016 <br />Str Target <br />Str Target <br />ROUTINE <br />ROUTINE <br />Repave both approaches. Taper to accomodate the recommended polyester concrete overlay. <br />Backfill the erosion gulley at Abutment 1 right and provide drainage. <br />Dist Target <br />Dist Target <br />EA <br />EA <br />Status <br />Status <br />PROPOSED <br />PROPOSED <br />DECK WORK RECOMMENDATIONS <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Deck-Place Overlay <br />06/26/2018 <br />Str Target ROUTINE <br />Remove the current AC overlay, chain the deck for additional spalling not noted in this report, patch all spalls and place a 1 inch thick <br />(minimum) polyester concrete overlay. The noted spalling is assumed to be full-depth of the top flange. <br />Dist Target <br />EA Status PROPOSED <br />WORK RECOMMENDATIONS