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Printed on:Thursday 10/27/2022 03:31 PM 29C0383/AAAN/90690Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />Photo 4 <br />Typical deck cracks. Span 3 near Abutment 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 />16 Top Flange-RC <br />Efflorescence/Rust Staining <br />Cracking (RC and Other) <br />Concrete Coat.(Meth/Paint/Seal) <br />2 <br />2 <br />2 <br />2 <br />663 <br />66 <br />464 <br />624 <br />sq.m <br />each <br />each <br />sq.m <br /> 597 <br /> 0 <br /> 464 <br /> 624 <br /> 66 <br /> 66 <br /> 0 <br /> 0 <br /> 0 <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 />521 <br />Defect <br />(16-1120) Efflorescence/Rust Staining <br />(16-1130) Cracking (RC and Other) <br />(16-521) Concrete Coat.(Meth/Paint/Seal) <br />The soffit in Spans 1 and 3 have hairline transverse cracks with light efflorescence in all bays spaced as close as 2 feet on center. <br />See Photo 1 dated 06/26/2018. Span 3 appears to be the more severe location. These cracks generally appear to be co-located with <br />the cracking in the deck. <br />It is estimated that approximately 80% of the deck had Condition State 2 cracking prior to methacrylate treatment. As such, 80% of <br />the deck is now in Condition State 1 for sealed cracking, less those areas with the efflorescence defect noted above. The sealed <br />cracks have edge spalling. See Photo 4. <br />The bridge deck was treated with methacrylate sometime between the 2002 and 2004 routine inspections. No new cracking was <br />noted during this inspection. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 127 m 127 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.