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Printed on:Monday 06/03/2024 10:44 AM 29C0035/AAAU/128915Pageof88 <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 - NONE <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-Misc <br />Sub-Patch spalls <br />01/18/2002 <br />02/15/2000 <br />Str Target <br />Str Target <br />ROUTINE <br />ROUTINE <br />Repair the erosion at the embankment of Abutment 11. <br />Patch the edge spalls along the top of the Abutment 11 backwall, next to the joint. <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 CostRec Date LOCAL AGENCY <br />Rail-Repair <br />01/19/2024 <br />Str Target ROUTINE <br />Repair the right approach rail paving at Abutment 11. <br />Dist Target <br />EA Status PROPOSED <br />Photo 1 <br />Abutment 1 AC approach cracking <br />Photo 4 <br />Erosion gulley at slope in front of Abutment 11 (north slope) <br />OTHER PHOTOGRAPHS <br />DECK WORK RECOMMENDATIONS - NONE <br />227 <br />234 <br />Pile-RC <br />Pier Cap-RC <br />2 <br />2 <br />1 <br />63 <br />ea. <br />m <br /> 1 <br /> 63 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />WORK RECOMMENDATIONS <br />(225) Pile-Steel <br />(227) Pile-RC <br />(234) Pier Cap-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 />indication of pile distress was noted in any substructure element. <br />The pile element is included to indicate the presence of piles on this structure. The piles were not exposed for visual inspection. No <br />indication of pile distress was noted in any substructure element. <br />There were no significant defects noted.