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Printed on:Wednesday 04/30/2025 02:29 PM 29C0199/AAAM/151727Pageof66 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />UpstreamSide 02/19/2025X-Section Date <br />Top of RC Rail (Right)Measured From <br /> 0.60 <br /> 2.90 <br /> 3.80 <br /> 2.90 <br /> 0.70 <br />Vert(m) <br />Face of abutment <br />Midspan, Thalweg <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 /> 5.60 <br /> 9.60 <br /> 13.60 <br /> 19.50 <br />OTHER WORK RECOMMENDATIONS - NONE <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 />02/07/2023 <br />Str Target ROUTINE <br />Remove the existing asphalt deck wearing surface and place polyester concrete overlay on the deck. <br />Dist Target <br />EA Status PROPOSED <br />WORK RECOMMENDATIONS