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Printed on:Tuesday 05/27/2025 04:20 PM 29C0258/AAAS/149218Pageof7 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />Photo 1 <br />Spalls at the top of Pier cap 12 Span 12 side <br />Photo 2 <br />Spalls at the top of Pier cap 10 Span 9 side <br />SUBSTRUCTURE PHOTOGRAPHS <br />234 <br />252 <br />256 <br />Pier Cap-RC <br />Delamination/Spall/Patched Area <br />Efflorescence/Rust Staining <br />Pile-CIDH <br />Scour <br />Slope Protection <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />52 <br />4 <br />3 <br />6 <br />6 <br />1 <br />m <br />each <br />each <br />ea. <br />each <br />ea. <br /> 45 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 3 <br /> 0 <br /> 3 <br /> 6 <br /> 6 <br /> 0 <br /> 4 <br /> 4 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1080 <br />1120 <br />6000 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />(234-1080) Delamination/Spall/Patched Area <br />(234-1120) Efflorescence/Rust Staining <br />(252) Pile-CIDH <br />(252-6000) Scour <br />(256) Slope Protection <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 are spalls up to 2 feet tall x 3 feet long x 3 inches deep with exposed rebars in the RC Pier Cap 10 on the Span 9 side. See <br />Photo 1. <br />There are two spalls up to 1.5 feet wide x 5 feet long x 2 inches deep with exposed rebars in the RC Pier Cap 12 left and right side, <br />on the Span 12 side. See Photo 2. <br />Water staining and moss are present on the southern sides of Pier Caps 10 and 12. <br />The CIDH concrete piles are at Abutment 1 only. <br />There are 4 exposed CIDH piles up to 18 inches vertically at Abutment 1. There were no significant defects noted in the exposed <br />piles. See Photo 6 of the 2019 BIR. <br />There were no significant defects noted.