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Printed on:Saturday 12/14/2024 10:15 AM 29C0073/AAAR/147518Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 1 <br />Typical treated deck cracks. Bent 6 southbound lane shown <br /> DECK PHOTOGRAPHS <br />109 Girder/Beam-PS Conc.2 570 m 570 0 0 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 8 <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 />Cracking (RC and Other) <br />Concrete Coat.(Meth/Sealer) <br />2 <br />2 <br />1365 <br />1394 <br />each <br />sq.m <br /> 1365 <br /> 1394 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1130 <br />521 <br />Defect <br />(12-1080) Delamination/Spall/Patched Area <br />(12-1120) Efflorescence/Rust Staining <br />(12-1130) Cracking (RC and Other) <br />(12-521) Concrete Coat.(Meth/Sealer) <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 12 inches in diameter x 0.5 inches deep in the deck in Span 2 near Bent 3. (See Photo 3 dated 09/21/2022). <br />This condition has been previously reported and no significant changes were noted. <br />There are hairline soffit cracks up to full width with light efflorescence spaced 2 feet on center in Spans 2 through 7. (See Photo 4 <br />dated 09/22/2022). This condition has been previously reported and no significant changes were noted. <br />There was methacrylate placed on the bridge deck sometime before the 2014 inspection. <br />Treated deck cracks are longitudinal and transverse up to 0.05 inches wide spaced as close as 6 inches on center. The area over the <br />supports is the most severe. (See Photo 1). <br />The methacrylate treatment remains effective. No new cracking was noted during this inspection. <br />(58) 6DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 284 m 284 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.