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Printed on:Monday 06/03/2024 10:57 AM 29C0008/AAAN/128903Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 7 <br />Efflorescence in soffit of Span 2 <br />Photo 8 <br />Efflorescence in soffit of Span 3 <br />Photo 9 <br />Transverse deck cracking over Bent 6 <br />Photo 10 <br />Transeverse deck cracking at Abutment 7 <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 />(38-1120) Efflorescence/Rust Staining <br />(38-1130) Cracking (RC and Other) <br />(38-1190) Abrasion (PS Conc./RC) <br />(38-521) Concrete Coat.(Meth/Sealer) <br />There are a few scattered 4 to 6 feet long hairline longitudinal soffit cracks with efflorescence and light brown stains in Spans 2 and 3 <br />near the left side. Refer to Photos 7 and 8. <br />The deck was treated with methacrylate in 2012. There are sealed up to 0.07 inch wide by 6 foot long longitudinal, transverse, and <br />pattern deck cracks spaced at approximately 1 to 3 feet on center throughout. Refer to Photos 9 and 10. <br />There is a light abrasion along the wheel lines of the deck. The aggregate is secure. <br />There were no significant defects noted. No new cracking was observed. <br />(58) 5DECK RATING = <br />(36a) Rail Code 0111 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 35Roadway Speed MPH <br />JOINT - APPROACH - RAIL <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