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Printed on:Wednesday 05/07/2025 07:18 AM 29C0098/AAAL/152405Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />UpstreamSide 01/09/2025X-Section Date <br />Top of Deck (right side)Measured From <br /> 1.20 <br /> 2.10 <br /> 3.30 <br /> 3.90 <br /> 3.80 <br /> 2.30 <br /> 1.50 <br />Vert(m) <br />Face of Abutment <br />Midspan <br />Midspan <br />Midspan <br />Face of Abutment <br />Abutment 1 <br />Bent 2 <br />Bent 3 <br />Abutment 4 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 3.00 <br /> 6.00 <br /> 9.00 <br /> 14.40 <br /> 17.40 <br /> 20.40 <br />Photo 7 <br />Slope Protection/Embankment Condition (Abutment 1) <br />Photo 8 <br />Slope Protection/Embankment Condition (Abutment 4) <br />SUBSTRUCTURE PHOTOGRAPHS <br />Deterioration (Other)2 2 each 0 2 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 01220 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <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 />Some of the rock slope protection along both abutments has been displaced (see Photos 7 and 8).