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Printed on:Tuesday 02/25/2025 03:25 PM 29C0178/AAAO/148020Pageof55 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Meandering creek situated in a wide floodplain with moderately vegetated slopes (grass and weeds). The bed is comprised of silt and <br />gravel. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />9 ABOVE DESIRABLEWATER ADEQUACY <br /> MVERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />NAVIGATION CONTROL <br />0.0 MNAVIGATION HORIZONTAL CLEARANCE <br />0.0 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION <br />0: NO CONTROL5-WATERWAY <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS <br />Work By <br />Action <br />Est CostRec Date LOCAL AGENCY <br />Sub-Patch spalls <br />11/09/2022 <br />Str Target ROUTINE <br />Patch the spalls in the left nose of Pier 2 on the Span 2 side. <br />Dist Target <br />EA Status PROPOSED <br />8 STABLE ABOVE FOOTINGSCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 7 MINOR DAMAGE <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />DECK WORK RECOMMENDATIONS <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Deck-Patch spalls <br />11/09/2022 <br />Str Target ROUTINE <br />Patch the spalls in the soffits of all spans on the left and right sides. <br />Dist Target <br />EA Status PROPOSED <br />210 <br />215 <br />Pier Wall-RC <br />Delamination/Spall/Patched Area <br />Abutment-RC <br />2 <br />2 <br />2 <br />25 <br />1 <br />33 <br />m <br />each <br />m <br /> 24 <br /> 0 <br /> 33 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br />1080 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)(6) <br />WORK RECOMMENDATIONS <br />(210) Pier Wall-RC <br />(210-1080) Delamination/Spall/Patched Area <br />(215) Abutment-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 />The submerged portions of the pier were probed and the spread footing was not detected. <br />Pier 2 Span 2 side, there are two edge spalls up to 24 inches tall x up to 6 inches wide x up to 1 inch deep in the left nose. No rebar <br />was exposed. This condition was confirmed by dragging a pole across the nose of Pier 2. (See Photo 9 dated 11/09/2022). This <br />condition has been previously reported and no significant changes were noted. <br />The submerged portions of the pier were probed and the spread footing was not detected. <br />This quantity includes monolithic wingwalls. <br />There were no significant defects noted.