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Printed on:Thursday 02/27/2025 11:49 AM 29C0368/AAAP/148026Pageof66 <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 - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />DECK WORK RECOMMENDATIONS - NONE <br />235 <br />256 <br />Pier Cap-Timber <br />Slope Protection <br />2 <br />2 <br />18 <br />2 <br />m <br />ea. <br /> 18 <br /> 2 <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 />(220-6000) Scour <br />(235) Pier Cap-Timber <br />(256) Slope Protection <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 />The top of the footings are exposed despite the presence of broken RC riprap at Abutment 1 and Abutment 3. At Pier 2, the footing is <br />exposed over its full length on both sides and up to 12 inches vertically. No undermining was noted. (See Photos 5 and 6 dated <br />11/04/2020). This condition has been previously reported and no significant changes were noted. <br />There were no significant defects noted. <br />There were no significant defects noted.