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Department of Transportation - Division of Maintenance <br />Structure Maintenance & Investigations <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES (60) SUBSTRUCTURE RATING = 7 <br />Elem Defect/ Element Description Env Total Units Qty in each Condition State <br />No. Prot Defect Qty CS 1 CS 2 CS 3 nS 4 <br />(252-6000) Scour <br />There is a pile exposed at Abutment 1 near the centerline of the bridge. The maximum exposure is up to 13 inches. See Photo 6. <br />SUBSTRUCTURE PHOTOGRAPHS <br />Photo 3 <br />Bent 2 Column 1 debris build-up <br />1 <br />Photo 6 <br />Abutment 1 exposed pile <br />DECK WORK RECOMMENDATIONS - NONE <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS <br />Rec Date 03/19/2019 Work By LOCAL AGENCY <br />Est Cost <br />Status PROPOSED Action Appr Roadway -Repair <br />Str Target <br />Repave / fill the depressed areas of the approach roadway at the corners of the bridge. <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS <br />Rec Date 03/24/2025 Work By LOCAL AGENCY <br />Est Cost <br />Status PROPOSED Action Sub -Remove Debris <br />Str Target <br />Remove the debris on the left side of Bent 2 Columnn 1. <br />OTHER WORK RECOMMENDATIONS <br />Dist Target <br />ROUTINE EA <br />Dist Target <br />ROUTINE EA <br />Rec Date 03/08/2005 Work By LOCAL AGENCY Est Cost Dist Target <br />Status PROPOSED Action Scour -Place Counterm Str Target ROUTINE EA <br />The local agency should evaluate and place scour countermeasures at Abutment 1 in accordance with the current edition of HEC-23 <br />"Bridge Scour and Stream Instability Countermeasures: Experience, Selection and Design Guidance", FHWA. <br />Printed on: Friday 06/06/2025 09:57 AM Page 6 of 6 29C0345/AAAP/151406 <br />