Laserfiche WebLink
Printed on:Wednesday 05/07/2025 07:06 AM 29C0486/AAAB/148546Pageof77 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS <br />SUBSTRUCTURE 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 />Sub-Fix Scour Critic <br />Sub-Rehab <br />12/12/2024 <br />03/27/2024 <br />Str Target <br />Str Target <br />ROUTINE <br />ROUTINE <br />Hydraulics Inspection (12/12/2024): Mitigate the scour vulnerability of Abutment 1, Pier 2 and Pier 3 foundations by <br />implementing scour countermeasures in accordance with the current version of FHWA Hydraulic Engineering Circular <br />No. 23 ("Bridge Scour and Stream Instability Countermeasures: Experience, Selection and Design Guidance") or by <br />structure rehabilitation or replacement. Refer to the 12/12/2024 Bridge Inspection Report for details of the scour at the <br />site and for a discussion of the scope of the potential scour problems at the bridge. <br />Rehabilitate the spalled and cracked portions of the substructure (most severe deterioration is along both ends of Pier 3). <br />Dist Target <br />Dist Target <br />EA <br />EA <br />Status <br />Status <br />PROPOSED <br />PROPOSED <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Super-Patch spalls <br />04/25/2024 <br />Str Target ROUTINE <br />Remove unsound concrete and patch spalls along the edge of deck. <br />Dist Target <br />EA Status PROPOSED <br />DECK WORK RECOMMENDATIONS - NONE <br />WORK RECOMMENDATIONS