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Department of Transportation - Division of Maintenance Structure Maintenance & Investigations SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES (60) SUBSTRUCTURE RATING = 6 Elem Defect/ Element Description Env Total Units Qty in each Condition State No. Prot Defect Qtv re 4 re o re `2 re n 1190 Abrasion (PS Conc./RC) 2 30 0 30 0 0 (204) Column -PS Conc. Non -Routine Inspection Element Notes: Underwater Inspection(04/09/2025): No ELI changes. (204-1190) Abrasion (PS Conc./RC) Non -Routine Inspection Element Notes: Underwater Inspection(04/09/2025): All six columns at Bents 2, 3, 4, 6, and 7 have abrasion exposing secure course aggregate in the splash/tidal zone. 30 each will remain in CS2. 215 Abutment -RC 2 32 m 32 0 0 0 (215) Abutment -RC The following spalls are located in the diaphragm between girders and are not considered quantifiable defects: Abutment 1: *Girder 1 on the left side there is a spall up to 24 inches in diameter x 3 inches deep in the diaphragm face. (See Photo 3 dated 09/14/2020). *Girder 1 on the right side there is a partially filled epoxy patch spall up to 6 inches in diameter that is sound. There is a corresponding epoxy injected vertical crack at this location. (See Photo 5 dated 09/21/2022). *Girder 4 on the left side there is a spall up to 14 inches wide x 20 inches tall x 4 inches deep in the diaphragm face. (See Photo 7 dated 09/19/2018). *Girder 4 on the right side there is a spall up to 24 inches in diameter x 4 inches deep with one exposed rebar at the diaphragm face. (See Photo 6 dated 09/21/2022). Abutment 8: *Girder 1 on the right there is a spall up to 12 inches in diameter x 2 inches deep in the diaphragm face. (See Photo 7 dated 09/21/2022). *Girder 3 on the right there is a spall up to 2 feet high x 12 inches wide x 1 inch deep in the diaphragm face. (See Photo 8 dated 09/21/2022). *Girder 4 on the right there is a spall up to 3 inches diameter x 1 inch deep in the diaphragm face. *At Girders 1, 2 and 4 on the left side there are delaminations up to 2 feet high x 12 inches wide in the diaphragm face. (See Photo 9 dated 09/21/2022). These conditions have been previously reported and no significant changes were noted. This quantity includes monolithic wingwalls. 226 Pile -PS Conc. 2 1 ea. 1 0 0 0 (226) Pile -PS Conc. The pile element is included to indicate the presence of piles on this structure. The piles were not exposed for visual inspection. No indication of pile distress was noted in any substructure element. 234 Pier Cap -RC 2 60 m 60 0 0 0 (234) Pier Cap -RC There were no significant defects noted. 251 Pile-CISS 2 1 ea. 1 0 0 0 (251) Pile-CISS The pile element is included to indicate the presence of piles on this structure. The piles were not exposed for visual inspection. No indication of pile distress was noted in any substructure element. Printed on: Wednesday 06/18/2025 03:46 PM Page 6 of 7 29C0073/AAAS/151625