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Printed on:Tuesday 02/25/2025 03:28 PM 29C0317/AAAO/146837Pageof55 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />Work By <br />Action <br />Est CostRec Date LOCAL AGENCY <br />Rail-Repair <br />11/06/2024 <br />Str Target ROUTINE <br />Repair the spall on the right bridge rail at Abutment 4. <br />Dist Target <br />EA Status PROPOSED <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Bridge-Misc <br />11/01/2016 <br />Str Target ROUTINE <br />Remove the bird nests on the soffit of the bridge. <br />Dist Target <br />EA Status PROPOSED <br />DECK WORK RECOMMENDATIONS <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Deck-Misc <br />10/23/2006 <br />Str Target ROUTINE <br />Remove the AC on the bridge deck 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 />4 <br />4 <br />m <br />each <br /> 0 <br /> 0 <br /> 4 <br /> 4 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 06000 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)6 <br />WORK RECOMMENDATIONS <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 />The top of the Span 2 side of the Pier 2 footing and the Span 3 side of the Pier 3 footing is exposed horizontally for approximately 10 <br />feet and vertically 1 inch, about the centerline of the footing. No undermining was noted. (See Photo 6 dated 11/02/2020). This <br />condition has been previously reported and confirmed with probing using a 35 foot pole, no significant changes were noted.