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Printed on:Monday 10/14/2024 12:40 PM 29C0369/AAAP/136929Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />DESCRIPTION UNDER STRUCTURE <br />Photo 4 <br />Typical shallow deck spalls. Northbound lane near Abutment 1 <br />shown <br />Photo 5 <br />Typical shallow deck spalls. Nortbound right wheel line near <br />Abutment 3 shown <br />Photo 6 <br />Typical treated deck cracks with edge spalling. Looking south at <br />the northbound lane <br />Photo 7 <br />Typical treated deck cracks with edge spalling. Looking south at <br />the southbound lane <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) (6) <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) (5)DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 27 m 27 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 />There were no significant defects noted.