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Printed on:Monday 04/07/2025 01:03 PM 29C0112/AAAN/149692Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />UpstreamSide 02/19/2025X-Section Date <br />Top of RC Deck (Right)Measured From <br /> 1.40 <br /> 3.35 <br /> 4.70 <br /> 5.40 <br /> 6.75 <br /> 5.65 <br /> 3.90 <br /> 1.45 <br />Vert(m) <br />Face <br />Edge of Water <br />Thalweg <br />Edge of Water <br />Face <br />Abutment 1 <br />Pier 2 <br />Pier 3 <br />Abutment 4 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 4.00 <br /> 6.00 <br /> 8.20 <br /> 11.45 <br /> 16.70 <br /> 19.42 <br /> 25.20 <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 />225 <br />256 <br />Column-RC <br />Abutment-RC <br />Scour <br />Pile-Steel <br />Scour <br />Slope Protection <br />Settlement <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />8 <br />33 <br />33 <br />4 <br />4 <br />2 <br />1 <br />each <br />m <br />each <br />ea. <br />each <br />ea. <br />each <br /> 8 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 0 <br /> 0 <br /> 33 <br /> 33 <br /> 4 <br /> 4 <br /> 1 <br /> 1 <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 />6000 <br />6000 <br />4000 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)6 <br />WORK RECOMMENDATIONS <br />(205) Column-RC <br />(215) Abutment-RC <br />(215-6000) Scour <br />(225-6000) Scour <br />(256) Slope Protection <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 />This condition was not inspected during this investigation. <br />This quantity includes monolithic wingwalls. <br />This condition was not inspected during this investigation. <br />The bottom of the diaphram at both abutments are exposed vertically approximately 2 inches and undermined intermittently <br />approximately 6 inches. (See Photo 4 dated 03/09/2021). This condition has been previously reported and no significant changes <br />were noted. <br />The pile cans are exposed at Pier 2 up to 3 feet at all columns. (See Photo 5 dated 03/09/2021). This condition has been previously <br />reported and no significant changes were noted. <br />This condition was not inspected during this investigation. <br />This condition was not inspected during this investigation. <br />The RSP at both abutments has settled up to 2 feet exposing the bottom of the diaphram along the length of the abutment. (See <br />Photo 4 dated 03/09/2021). This condition has been previously reported and no significant changes were noted.