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Printed on:Tuesday 05/27/2025 03:59 PM 29C0206/AAAP/151929Pageof9 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />10 <br />UpstreamSide 01/02/2025X-Section Date <br />TOP OF RIGHT RAILMeasured From <br /> 1.83 <br /> 3.29 <br /> 4.57 <br /> 5.49 <br /> 6.43 <br /> 6.71 <br /> 5.39 <br /> 4.97 <br /> 3.63 <br /> 1.77 <br />Vert(m) <br />Face of abutment <br />Face of abutment <br />Abutment 1 <br />Bent 2 <br />Bent 3 <br />Bent 4 <br />Bent 5 <br />Bent 6 <br />Bent 7 <br />Bent 8 <br />Bent 9 <br />Abutment 10 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 7.60 <br /> 15.20 <br /> 22.80 <br /> 27.40 <br /> 31.90 <br /> 39.50 <br /> 47.10 <br /> 54.70 <br /> 62.00 <br />215 <br />234 <br />251 <br />256 <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Pier Cap-RC <br />Pile-CISS <br />Scour <br />Slope Protection <br />Deterioration (Other) <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />12 <br />19 <br />80 <br />4 <br />4 <br />2 <br />1 <br />each <br />m <br />m <br />ea. <br />each <br />ea. <br />each <br /> 0 <br /> 19 <br /> 80 <br /> 0 <br /> 0 <br /> 1 <br /> 0 <br /> 12 <br /> 0 <br /> 0 <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 />1190 <br />6000 <br />1220 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />(205) Column-RC <br />(205-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(234) Pier Cap-RC <br />(251-6000) Scour <br />(256-1220) Deterioration (Other) <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 />The columns in Bent 4, 5 , and 6 have light abrasion up to the high water mark with small exposed exposed secure aggregate. <br />There were no significant defects noted. <br />There were no significant defects noted. <br />There are four pile cans that are exposed up to 26 inches high at Bents 5 and 6. <br />A portion of the rock slope protection under Span 2 was displaced or moved by the homeless (see photos 3 and 4).