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Printed on:Thursday 10/03/2024 11:12 AM 29C0349/AAAR/136928Pageof66 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS <br />SUPERSTRUCTURE WORK RECOMMENDATIONS <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <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 />Rail-Repair <br />Rail-Misc <br />06/26/2024 <br />10/06/2008 <br />Str Target <br />Str Target <br />ROUTINE <br />ROUTINE <br />Repair the right rail at Abutment 1 and the left rail at Abutment 4. <br />Repaint the bridge rails. <br />Dist Target <br />Dist Target <br />EA <br />EA <br />Status <br />Status <br />PROPOSED <br />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 />Super-Patch spalls <br />Super-Patch spalls <br />05/27/2020 <br />04/27/2006 <br />Str Target <br />Str Target <br />ROUTINE <br />ROUTINE <br />Patch the girder spalls noted in the 5/27/2020 UWI Report. <br />Remove unsound concrete in the lower diaphragms of Piers 2 and 3. Clean the rusted reinforcement and patch with a suitable <br />material. <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 />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 />Deck-Misc <br />Deck-Patch spalls <br />06/26/2024 <br />05/27/2020 <br />Str Target <br />Str Target <br />ROUTINE <br />ROUTINE <br />Redirect the roadway runoff and repair the erosion gully on the right side of Abutment 1. <br />Patch the deck soffit spalls noted in the 5/27/2020 UWI Report. <br />Dist Target <br />Dist Target <br />EA <br />EA <br />Status <br />Status <br />PROPOSED <br />PROPOSED <br />210 <br />215 <br />Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />2 <br />2 <br />2 <br />15 <br />15 <br />25 <br />m <br />each <br />m <br /> 0 <br /> 0 <br /> 25 <br /> 15 <br /> 15 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br />1190 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)5 <br />WORK RECOMMENDATIONS <br />(210) Pier Wall-RC <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <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 />Due to high water levels this element was not inspected during this investigation. <br />Due to high water levels this element was not inspected during this investigation. <br />There were no significant defects noted. <br />This quantity includes monolithic wingwalls at both abutments. <br />Non-Routine Inspection Element Notes: <br />UWI (05/27/2020): Pier walls show moderate abrasion exposing secure course aggregate and 15.0 m will remain in CS2.