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Printed on:Monday 07/31/2023 04:05 PM 29C0163/AAAO/111942Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />DESCRIPTION UNDER STRUCTURE <br />Photo 3 <br />Typical worn areas in the AC overlay. Southbound Span 2 <br />shown <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 84 m 84 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 are galvanized. <br />There were no significant defects noted. <br />Photo 2 <br />Typical condition of the AC approaches. Abutment 1 shown. <br />Note pothole in the NB lane <br />JOINT/APPROACH/RAIL PHOTOGRAPHS