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Printed on:Friday 02/14/2025 11:36 AM 29C0198/AAAO/148015Pageof5 Department of Transportation - Division of Maintenance Structure Maintenance & Investigations 6 Photo 1 Spall and failed patch in the soffit near Abutment 1 on the left Photo 2 Typical delamination in the soffit at the construction joints. Span 3 original shown Photo 3 Random efflorescence in the widened RC slab soffits. Span 3 on the left shown DECK PHOTOGRAPHS Element DescriptionElem No. Env Total Qty Units CS 1 CS 2 CS 3 CS 4 Qty in each Condition State Deck Wearing Surface-Asphalt 2 149 sq.m 149 0 0 0 DECK ELEMENT INSPECTION RATINGS AND NOTES Defect/ Prot 510 Defect (38-1080) Delamination/Spall/Patched Area (38-1120) Efflorescence/Rust Staining (38-1130) Cracking (RC and Other) (38-510) Deck Wearing Surface-Asphalt There is a spall up to 6 feet long x 6 inches wide x 1 inch deep in the soffit near the left side of Abutment 1 of the original structure. The previously reported thin patch over the spalled area has failed. (See Photo 1). This condition has been previously reported and significant changes were noted. There are a few randomly located delaminations around the original and widening soffit construction joints. These delaminations are up to 12 inches in diameter. (See Photo 2). This condition has been previously reported and no significant changes were noted. There is efflorescence randomly located and oriented in the soffit of the slab in the left and right widenings. See Photo 3. There is a longitudinal soffit crack up to 0.05 inches wide with light efflorescence near the centerline of the structure in all spans. There were no significant defects noted. (58) 6DECK RATING = (36a) Rail Code 0000 RAIL INFORMATION (36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH JOINT - APPROACH - RAIL