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Printed on:Sunday 03/03/2024 06:26 AM 29C0279/AAAJ/121969Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 6 <br />Column Abrasion (Bent 2 Column 3) <br />Photo 7 <br />Abutment Abrasion (Abutment 1) <br />Photo 8 <br />Abutment Crack (Abutment 3 left side) <br />Photo 9 <br />Abutment Crack (Abutment 3 right side) <br />SUBSTRUCTURE PHOTOGRAPHS <br />215 <br />234 <br />Abutment-RC <br />Cracking (RC and Other) <br />Abrasion (PS Conc./RC) <br />Pier Cap-RC <br />2 <br />2 <br />2 <br />2 <br />21 <br />2 <br />19 <br />6 <br />m <br />each <br />each <br />m <br /> 0 <br /> 0 <br /> 0 <br /> 6 <br /> 21 <br /> 2 <br /> 19 <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 />1130 <br />1190 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)(7) <br />(215) Abutment-RC <br />(215-1130) Cracking (RC and Other) <br />(215-1190) Abrasion (PS Conc./RC) <br />(234) Pier Cap-RC <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 />The quantity of this element includes the monolithic wingwalls. <br />There are up to 0.04 inch wide vertical cracks in the abutment/wingwall at both ends of Abutment 3 (see Photos 8 and 9). <br />There is approximately three vertical feet of mild to moderate abrasion with exposed secure coarse aggregate along on the <br />abutments (see Photo 7). <br />There were no significant defects noted.