Laserfiche WebLink
Printed on:Tuesday 01/09/2024 02:59 PM 29C0077/AAAN/122074Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />UpstreamSide 01/04/2024X-Section Date <br />Top of Deck (right)Measured From <br /> 1.05 <br /> 1.55 <br /> 1.92 <br /> 3.42 <br /> 4.30 <br /> 5.50 <br /> 5.20 <br /> 5.15 <br /> 4.20 <br /> 3.00 <br /> 1.85 <br /> 0.90 <br /> 0.75 <br />Vert(m) <br />Face of Abutment <br />Midspan <br />Midspan <br />Midspan <br />Midspan <br />Midspan <br />Midspan <br />Face of Abutment <br />Abutment 1 <br />Bent 2 <br />Bent 3 <br />Bent 4 <br />Bent 5 <br />Bent 6 <br />Abutment 7 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 3.00 <br /> 5.95 <br /> 8.90 <br /> 13.85 <br /> 17.80 <br /> 21.80 <br /> 25.75 <br /> 29.70 <br /> 33.65 <br /> 37.65 <br /> 40.20 <br /> 43.60 <br />205 <br />215 <br />227 <br />256 <br />Column-RC <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 />25 <br />5 <br />49 <br />1 <br />6 <br />each <br />each <br />m <br />ea. <br />ea. <br /> 20 <br /> 0 <br /> 49 <br /> 1 <br /> 6 <br /> 5 <br /> 5 <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 />1190 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <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 up to three vertical feet of mild to moderate abrasion with exposed secure coarse aggregate on the Bent 4 columns (see <br />Photo 7 BIR 01/18/2022). <br />The abutment quantity includes monolithic wingwalls. There were no significant defects noted. <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 is rock slope protection at Abutment 1, Bent 2, Bent 3, Bent 5, Bent 6, and Abutment 7. There were no significant defects <br />noted.