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Printed on:Thursday 02/20/2025 11:35 AM 29C0193/AAAP/148904Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />UpstreamSide 01/09/2025X-Section Date <br />Top of Deck (right)Measured From <br /> 1.10 <br /> 3.20 <br /> 3.20 <br /> 3.60 <br /> 1.50 <br /> 1.00 <br />Vert(m) <br />Face of Abutment <br />Toe of RSP <br />On Drift Pile <br />Thalweg <br />Top of RSP <br />Face of Abutment <br />Abutment 1 <br />Pier 2 <br />Abutment 3 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 4.00 <br /> 7.00 <br /> 8.50 <br /> 12.00 <br /> 13.75 <br />Photo 8 <br />Slope Protection Condition (Span 1) <br />Photo 9 <br />Slope Protection Condition (Span 2 <br />SUBSTRUCTURE PHOTOGRAPHS <br />Deterioration (Other)2 2 each 0 1 1 <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 />There is some undermining of concrete sack slope protection at the four corners of the bridge and some of the sacked concrete <br />along Abutment 1 has washed away (see Photos 8 and 9).