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Printed on:Thursday 10/03/2024 11:12 AM 29C0352/AAAR/136928Pageof66 <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 - NONE <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Super-Patch spalls <br />04/27/2006 <br />Str Target ROUTINE <br />Chip out all of the incipient spalls and unsound concrete in the superstructure. Blast clean the rusted reinforcement and patch with a <br />suitable material. <br />Dist Target <br />EA Status PROPOSED <br />DECK WORK RECOMMENDATIONS - NONE <br />210 <br />215 <br />Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Delamination/Spall/Patched Area <br />2 <br />2 <br />2 <br />2 <br />15 <br />15 <br />20 <br />1 <br />m <br />each <br />m <br />each <br /> 0 <br /> 0 <br /> 19 <br /> 0 <br /> 15 <br /> 15 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1190 <br />1080 <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 />(215-1080) Delamination/Spall/Patched Area <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 />This quantity includes monolithic wingwalls. <br />Due to high water levels this element was not inspected during this investigation. <br />The 04/27/2006 Bridge Inspection Report stated there are incipient spalls measuring 12 inches x 4 inches on Abutment 1 near Girder <br />1 within Bay 1. This condition was not vertified during this investigation. <br />Non-Routine Inspection Element Notes: <br />UWI (05/28/2020): Pier walls show moderate abrasion exposing secure course aggregate and 15.0 m will remain in CS2.