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Printed on:Monday 10/14/2024 12:40 PM 29C0369/AAAP/136929Pageof7 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />UpstreamSide 06/26/2024X-Section Date <br />Top of RC deck (left)Measured From <br /> 0.98 <br /> 2.37 <br /> 2.65 <br /> 2.64 <br /> 1.28 <br />Vert(m) <br />Face of abutment <br />Toe of slope <br />Thalweg <br />Toe of slope <br />Face of abutment <br />Abutment 1 <br />Bent 2 <br />Abutment 3 <br />Location <br />CHANNEL X-SECTION <br />CommentsHoriz(m) <br /> 0.00 <br /> 3.70 <br /> 5.89 <br /> 9.60 <br /> 11.90 <br />Photo 1 <br />Typical RSP. Lookind toward Abutment 1. Note grouted RSP <br />around Column 2 Pier 2 <br />Photo 2 <br />Typical RSP. Looking at Abutment 3 and Span 2 <br />Photo 3 <br />Typical RSP. Looking at Abutment 1 and the left embankment <br />SUBSTRUCTURE PHOTOGRAPHS <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />DECK WORK RECOMMENDATIONS <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Deck-Place Overlay <br />06/26/2024 <br />Str Target ROUTINE <br />Place polyester concrete on the deck. <br />Dist Target <br />EA Status PROPOSED <br />SUBSTRUCTURE <br />WORK RECOMMENDATIONS