Laserfiche WebLink
Printed on:Friday 10/13/2023 03:59 PM 29C0341/AAAN/114742Pageof55 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />CHANNEL DESCRIPTION <br />Earth-light rock, riprap on slopes. <br />Photo 6 <br />Column Spall (Bent 3 Column 1) <br />Photo 7 <br />Exposed Pile (Bent 2 Column 1) <br />SUBSTRUCTURE PHOTOGRAPHS <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />DECK WORK RECOMMENDATIONS - NONE <br />205 <br />215 <br />227 <br />256 <br />Column-RC <br />Delamination/Spall/Patched Area <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Pile-RC <br />Slope Protection <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />10 <br />1 <br />9 <br />34 <br />1 <br />4 <br />each <br />each <br />each <br />m <br />ea. <br />ea. <br /> 0 <br /> 0 <br /> 0 <br /> 34 <br /> 1 <br /> 4 <br /> 10 <br /> 1 <br /> 9 <br /> 0 <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 />1080 <br />1190 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)5 <br />WORK RECOMMENDATIONS <br />(205-1080) Delamination/Spall/Patched Area <br />(205-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(227) Pile-RC <br />(256) Slope Protection <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 is an eight inch diameter by one inch deep spall in Bent 3 Column 1 (see Photo 8). There is abrasion co-located on this <br />column. <br />There is up to four feet of abrasion with exposed secure coarse aggregate on the columns (see Photo 9 from BIR 09/02/2021). <br />The abutment quantity includes the monolithic wingwalls. There were no significant defects noted. <br />The top of the Bent 2 Column 1 pile is exposed and is offset approximately four inches between the column and pile (see Photo 7). <br />The remaining piles were not exposed for visual inspection. No indication of pile distress was noted in any substructure element. <br />There is slope protection at each of the four supports. There were no significant defects noted.