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Printed on:Friday 02/14/2025 11:46 AM 29C0149/AAAK/148019Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />Photo 2 <br />Single longitudinal crack in the soffit about centerline in Spans <br />1 and 3. Span 1 shown <br />Photo 3 <br />Typical decks cracks in the shoulders near the abutments. <br />Abutment 4 on the left shown <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <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 />Efflorescence/Rust Staining <br />Cracking (RC and Other) <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />2 <br />12 <br />30 <br />153 <br />each <br />each <br />sq.m <br /> 0 <br /> 0 <br /> 153 <br /> 12 <br /> 30 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1120 <br />1130 <br />510 <br />Defect <br />(38-1120) Efflorescence/Rust Staining <br />(38-1130) Cracking (RC and Other) <br />(38-510) Deck Wearing Surface-Asphalt <br />There is a single longitudinal crack up to 0.01 inches wide with light efflorescence near the centerline of the structure in Spans 1 and <br />3. (See Photo 2). This condition has been previously reported and no significant changes were noted. <br />There are longitudinal and transverse cracks up to 0.02 inches wide spaced as close as 12 inches on center visible in the bare <br />shoulders with a few diagonal cracks near the corners near the abutments. (See Photo 3.) This conditions extends approximately 8 <br />feet from the abutment face. This condition has been previously reported and similar cracking near the corners near Abutment 4 were <br />noted. <br />There were no significant defects noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 1010 <br />331 Railing-RC 2 41 m 41 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 />(331) Railing-RC <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.