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Printed on:Friday 12/13/2024 02:38 PM 29C0415/AAAH/147521Pageof99 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />DECK WORK RECOMMENDATIONS - NONE <br />Element Group: 102 - Approach - Approach PC/PS - West Spans 1 to 3, East Spans 5 to 7 <br />215 <br />227 <br />234 <br />251 <br />Abutment-RC <br />Cracking (RC and Other) <br />Pile-RC <br />Pier Cap-RC <br />Pile-CISS <br />2 <br />2 <br />2 <br />2 <br />2 <br />37 <br />1 <br />1 <br />39 <br />9 <br />m <br />each <br />ea. <br />m <br />ea. <br /> 36 <br /> 0 <br /> 1 <br /> 39 <br /> 9 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <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 />1130 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />WORK RECOMMENDATIONS <br />(205) Column-RC <br />(215) Abutment-RC <br />(215-1130) Cracking (RC and Other) <br />(227) Pile-RC <br />(234) Pier Cap-RC <br />(251) Pile-CISS <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 no significant defects noted. <br />There are no significant defects noted. <br />The quantity includes the lengths of the wingwalls. <br />There are diagonal cracks up to 0.03 inches wide x 6 inches long at all corners of the abutment seat and the shear keys. (See Photo <br />7 dated 09/21/2022). This condition has been previously reported and no significant changes were noted. <br />The pile element is included to indicate the presence of piles on this structure located above elevation 5.0 feet at Abutments 1 and 8. <br />The piles are buried below grade and not exposed for visual inspection. No indication of pile distress is noted in any substructure <br />element. <br />The quantity includes RC caps at Bent 2, at Bent 3, at Bent 6, and at Bent 7. <br />There are no significant defects noted. <br />Non-Routine Inspection Element Notes: <br />UWI (05/15/2023): There were no significant defects noted and all piles will remain in CS1. Refer to Unit 101 (Main) for data on the <br />remaining piles.