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Printed on:Friday 02/14/2025 11:47 AM 29C0315/AAAO/148027Pageof55 <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 <br />Work By <br />Action <br />Est CostRec Date LOCAL AGENCY <br />Sub-Patch spalls <br />11/09/2022 <br />Str Target ROUTINE <br />Patch the spall in the left side of Pier 2 <br />Dist Target <br />EA Status PROPOSED <br />Work By <br />Action <br />Est CostRec Date LOCAL AGENCY <br />Rail-Rehab <br />11/03/2020 <br />Str Target ROUTINE <br />Upgrade bridge rails to current standards. <br />Dist Target <br />EA Status PROPOSED <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Provide Inspection A <br />11/03/2020 <br />Str Target ROUTINE <br />Provide inspection access into Span 2 by removing the built-up silt. <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-Patch spalls <br />11/09/2022 <br />Str Target ROUTINE <br />Patch the spalls in the edge of deck on both the left and right sides of Span 1 <br />Dist Target <br />EA Status PROPOSED <br />215 Abutment-RC <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />26 <br />22 <br />m <br />each <br /> 4 <br /> 0 <br /> 22 <br /> 22 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 01190 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)5 <br />WORK RECOMMENDATIONS <br />(210-1130) Cracking (RC and Other) <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(215-1190) Abrasion (PS Conc./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 />There are vertical cracks up to 0.125 inches wide spaced 5 feet on center in the Span 1 side of Pier 2. (See Photo 8 dated <br />11/09/2022). This condition has been previously reported and no significant changes were noted. <br />Both sides of Pier 2 are abraded their full height, exposing large aggregate that is still sound. (See Photo 6 dated 11/09/2022). This <br />condition has been previously reported and no significant changes were noted. <br />This quantity includes monolithic wingwalls. <br />Both abutments and the portions of the wingwalls not covered with soil are abraded their full height, exposing large aggregate that is <br />still sound. (See Photo 9 dated 11/09/2022). This condition has been previously reported and no significant changes were noted.