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Printed on:Tuesday 05/27/2025 04:22 PM 29C0390/AAAL/149217Pageof8 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <br />UpstreamSide 01/03/2025X-Section Date <br />Top of deck (right)Measured From <br /> 0.91 <br /> 2.28 <br /> 3.32 <br /> 6.37 <br /> 7.62 <br /> 6.98 <br /> 6.37 <br /> 6.25 <br /> 5.76 <br /> 5.46 <br /> 2.93 <br /> 2.50 <br /> 0.95 <br />Vert(m) <br />Face of abutment <br /> Face of abutment <br />Abutment 1 <br />Pier 2 <br />Pier 3 <br />Pier 4 <br />Thalwag <br />Pier 5 <br />Pier 6 <br />Pier 7 <br />Pier 8 <br />Pier 9 <br />Pier 10 <br />Pier 11 <br />Abutment 12 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 7.82 <br /> 9.10 <br /> 16.32 <br /> 30.10 <br /> 33.18 <br /> 41.95 <br /> 50.41 <br /> 58.90 <br /> 67.53 <br /> 76.09 <br /> 84.68 <br /> 93.35 <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />Photo 1 <br />Abutment 1 approach <br />OTHER PHOTOGRAPHS <br />DECK WORK RECOMMENDATIONS - NONE <br />256 Slope Protection 2 1 ea. 1 0 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)8 <br />WORK RECOMMENDATIONS <br />(252) Pile-CIDH <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 />The pile element is included to indicate the presence of piles on this structure. The piles were not exposed for visual inspection. No <br />indication of pile distress was noted in any substructure element. <br />There were no significant defects noted.