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Printed on:Monday 10/14/2024 12:40 PM 29C0393/AAAS/136929Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />Photo 3 <br />Fire damage shallow spalling on the left side of Span 1 near <br />Abutment 1 <br />Photo 4 <br />Typical soffit cracks. Bent 4 shown <br /> DECK PHOTOGRAPHS <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 State <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(38-510-3230) Effectiveness (WS) <br />area of the worn overlay accounts for approximately 40% of the total deck area. (See Photos 2, 3, 8 and 9 dated 06/09/2022). This <br />condition has been previously reported and no significant changes were noted. <br />(58) 5DECK RATING = <br />(36a) Rail Code 0000 <br />308 <br />330 <br />Joint-Steel Sliding Plates <br />Adjacent Deck or Header (Joints) <br />Railing-Metal <br />2 <br />2 <br />2 <br />22 <br />1 <br />486 <br />m <br />each <br />m <br /> 21 <br /> 0 <br /> 486 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />2360 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(308-2360) Adjacent Deck or Header (Joints) <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 is a spall up to 3 inches long x 6 inches wide x 1 inch deep adjacent to the Hinge 19 header in the southbound lane. <br />(See Photo 5). This condition has been previously reported and no significant changes were noted. <br />There were no significant defects noted.