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Printed on:Wednesday 05/07/2025 07:21 AM 29C0124/AAAQ/149447Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />Photo 5 <br />Deck Spall (NB Lane 2 near Abutment 1) <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 6 <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 />(38-1130) Cracking (RC and Other) <br />(38-521) Concrete Coat.(Meth/Sealer) <br />There are up to 0.06 inch wide treated transverse and longitudinal deck cracks spaced as close as two feet throughout (see BIR <br />02/03/2021 Photos 4 through 6). There are up to 0.07 inch wide horizontal edge of slab cracks along Span 1 and above Bent 5 on the <br />right side (see BIR 02/03/2023 Photos 1 and 2). <br />The deck surface was treated with methacrylate during 2014/15 and remains effective. <br />(58) 6DECK RATING = <br />(36a) Rail Code 1101 <br />331 Railing-RC <br />Delamination/Spall/Patched Area <br />Cracking (RC and Other) <br />2 <br />2 <br />2 <br />81 <br />3 <br />8 <br />m <br />each <br />each <br /> 70 <br /> 0 <br /> 0 <br /> 11 <br /> 3 <br /> 8 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1080 <br />1130 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 50Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331-1080) Delamination/Spall/Patched Area <br />(331-1130) Cracking (RC and Other) <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 approximately ten feet of delamination on the right side of the exterior rails near Span 6 (See BIR 02/03/2023 <br />Photo 4). <br />All four approach rails have 0.02 inch wide randomly oriented cracks (see BIR 02/03/2023 Photos 8 and 9).