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Printed on:Friday 10/13/2023 03:59 PM 29C0396/AAAI/114742Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />UpstreamSide 09/18/2023X-Section Date <br />Top of MBBR (right/east)Measured From <br /> 2.08 <br /> 2.25 <br /> 2.43 <br />Vert(m) <br />Face of Abutment <br />Face of Abutment <br />Abutment 1 <br />Abutment 2 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 3.20 <br /> 6.30 <br />Photo 9 <br />Abutment Abrasion (Abutment 2) <br />SUBSTRUCTURE PHOTOGRAPHS <br />Photo 5 <br />Approach AC Condition (Abutment 1) <br />Photo 6 <br />Approach AC Condition (Abutment 2) <br />OTHER PHOTOGRAPHS <br />215 Abutment-RC <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />32 <br />32 <br />m <br />each <br /> 0 <br /> 0 <br /> 32 <br /> 32 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 01190 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)(6) <br />(215-1190) Abrasion (PS Conc./RC) <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 two vertical feet of abrasion with some exposed secure coarse aggregate along both abutments (see Photo 9). There <br />are rock pockets along the abutments that do not warrant a defect.