Laserfiche WebLink
Printed on:Wednesday 05/29/2024 05:00 PM 29C0219/AABH/128906Pageof9 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />13 <br />Photo 2 <br />Lagging to the right of Abutment 1 is missing <br />SUBSTRUCTURE PHOTOGRAPHS <br />210 <br />215 <br />227 <br />234 <br />256 <br />Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Pile-RC <br />Pier Cap-RC <br />Exposed Rebar (PS Conc./RC) <br />Slope Protection <br />Settlement <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />26 <br />9 <br />13 <br />44 <br />88 <br />1 <br />2 <br />2 <br />m <br />each <br />m <br />ea. <br />m <br />each <br />ea. <br />each <br /> 17 <br /> 0 <br /> 13 <br /> 44 <br /> 87 <br /> 0 <br /> 0 <br /> 0 <br /> 9 <br /> 9 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br /> 2 <br /> 2 <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 /> 0 <br /> 0 <br /> 0 <br />1190 <br />1090 <br />4000 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)5 <br />(205-1190) Abrasion (PS Conc./RC) <br />(210) Pier Wall-RC <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(227) Pile-RC <br />(234-1090) Exposed Rebar (PS Conc./RC) <br />(256-4000) Settlement <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 were no significant defects noted. <br />There is exposed steel reinforcement on the left side of the pier cap at the Span 9 face at Bent 9. Refer to Photo 9. <br />The riprap at both abutments has settled and individual rocks displaced. <br />Non-Routine Inspection Element Notes: <br />Non-Routine Inspection Element Notes: <br />Non-Routine Inspection Element Notes: <br />Underwater Inspection (05/02/2023): All columns inspected have exposed course aggregate that remains secure and are in CS 2 (79 <br />each, CS 2). The exposed aggregate is mainly present in the tidal zone. <br />Underwater Inspection (05/02/2023): No new defects were noted. 9 meters of the pierwall remain in CS 2. 17 meters of the pierwal <br />remains in CS-1. <br />Per the previous UW Inspection, this element represents the 28 feet (8.5 m) each of Piers 6A and 6B and the 29 feet ( 9 m) of Pier 6 <br />for a total of 26 meters. <br />Underwater Inspection (05/02/2023): Pier 6 has exposed course aggregate that remains secure and is in CS 2 (9 m, CS 2). No <br />significant defects were noted on Piers 6A and 6B. <br />Underwater Inspection (05/02/2023): No new defects were noted. A total of 44 piles were inspected. This quantity represents the <br />piles at Pier 6 (Swing Pier).