Laserfiche WebLink
Printed on:Wednesday 05/07/2025 07:06 AM 29C0486/AAAB/148546Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />Photo 1 <br />Roadway (looking south) <br />Photo 2 <br />Elevation (right side) <br />Photo 3 <br />Underside (from Span 2 right side looking SE) <br />OTHER PHOTOGRAPHS <br />215 <br />220 <br />Abutment-RC <br />Delamination/Spall/Patched Area <br />Abrasion (PS Conc./RC) <br />Pile Cap/Footing-RC <br />Scour <br />2 <br />2 <br />2 <br />2 <br />2 <br />20 <br />3 <br />7 <br />20 <br />20 <br />m <br />each <br />each <br />m <br />each <br /> 10 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 5 <br /> 2 <br /> 3 <br /> 20 <br /> 20 <br /> 5 <br /> 1 <br /> 4 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1080 <br />1190 <br />6000 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)(4) <br />(215-1080) Delamination/Spall/Patched Area <br />(215-1190) Abrasion (PS Conc./RC) <br />(220) Pile Cap/Footing-RC <br />(220-6000) Scour <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 up to 24 inch diameter by four inch deep spalls with exposed rebar along the bottom of Abutment 1 (see BIR 04/25/2024 <br />Photo 5). <br />There is abrasion with exposed loose coarse aggregate along the bottom half of Abutment 1 (see BIR 04/25/2024 Photo 10). <br />There are footings exposed up to 18 inches vertically along the whole length of Abutment 1, Pier 2, and Pier 3 on the Span 2 side. <br />The footing of Pier 3 on Span 2 side is undermined up to 6 inches along the whole length of the pier wall.