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2024-29C-370
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2024-29C-370
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Last modified
6/3/2025 2:44:11 PM
Creation date
6/3/2025 2:44:00 PM
Metadata
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Template:
Supporting Docs - Bridge
Bridge #
29C-370
Type - Bridge Supporting Doc
Inspection
Name
California Aqueduct - PM 023.47 - Bird Road
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ID:
1
Creator:
Created:
6/3/2025 2:44 PM
Modified:
6/3/2025 2:44 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2024_08_18_12-57-52_29C0370_MAP_VIEW_RESIZE.JPG
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Printed on:Thursday 10/03/2024 11:45 AM 29C0370/AAAR/136924Pageof66 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />Photo 1 <br />Map View <br />OTHER PHOTOGRAPHS <br />DECK WORK RECOMMENDATIONS <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Deck-Place Overlay <br />06/14/2016 <br />Str Target ROUTINE <br />Due to the cracking and abrasion in the deck, in addition to the high truck volume, polyester concrete is recommended as an overlay <br />as opposed to the previous recommendation for methacrylate only. Due to the high truck traffic, consider a 1 inch or greater thickness <br />overlay. <br />Dist Target <br />EA Status PROPOSED <br />215 <br />225 <br />Abutment-RC <br />Pile-Steel <br />2 <br />2 <br />39 <br />1 <br />m <br />ea. <br /> 39 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />WORK RECOMMENDATIONS <br />(210) Pier Wall-RC <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(225) Pile-Steel <br />Routine Inspection Element Notes: <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 />See non-routine inspection notes. <br />This quantity includes monolithic wingwalls. <br />There are vertical hairline cracks in the upper half of each bay in the face of both abutments. No defect is warranted at this time. <br />The pile element is included to indicate the presence of piles on this structure. The piles were not exposed for visual inspection. No <br />indication of pile distress was noted in any substructure element. <br />Non-Routine Inspection Element Notes: <br />UWI (02/13/2024): No ELI changes. <br />UWI (02/13/2024): Pier wall shows abrasion, exposing secure course aggregate, and 8.0 meters will remain in CS2.
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