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Printed on:Tuesday 08/22/2023 09:12 AM 29C0389/AAAL/111944Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />Photo 2 <br />Erosion hole between roadway and left wingwall at Abutment 3 <br />Photo 3 <br />Cracks and depression in the AC overlay in the southbound <br />lane in Span 1 <br />Photo 4 <br />Typical condition of the AC overlay. Looking south from <br />Abutment 3 <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) N <br />DECK ELEMENT INSPECTION RATINGS AND NOTES - NONE (58) NDECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 16 m 16 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <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 bridge rails were galvanized. <br />No significant defects were observed.