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2024-29C-421
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2024-29C-421
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Last modified
6/3/2025 3:31:34 PM
Creation date
6/3/2025 3:31:21 PM
Metadata
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Template:
Supporting Docs - Bridge
Bridge #
29C-421
Type - Bridge Supporting Doc
Inspection
Name
West Side Irrigation District Intake Canal
Text box
ID:
1
Creator:
Created:
6/3/2025 3:31 PM
Modified:
6/3/2025 3:31 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2024_09_23_13-40-26_IMG_6114_RESIZE.JPG
ID:
2
Creator:
Created:
6/3/2025 3:31 PM
Modified:
6/3/2025 3:31 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2024_09_23_13-38-27_IMG_6112_RESIZE.JPG
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Printed on:Friday 12/13/2024 03:19 PM 29C0421/AAAJ/147519Pageof66 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />Photo 4 <br />Random cracking in the right face of Abutment 2 at mid-height <br />Photo 5 <br />Vertical crack in the face of Abutment 2 <br />SUBSTRUCTURE PHOTOGRAPHS <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />Work By <br />Work By <br />Action <br />Action <br />Est Cost <br />Est Cost <br />Rec Date <br />Rec Date <br />LOCAL AGENCY <br />LOCAL AGENCY <br />Rail-Repair <br />Joints-Replace <br />09/21/2022 <br />09/19/2018 <br />Str Target <br />Str Target <br />ROUTINE <br />ROUTINE <br />Repair the spall in the right rail near midspan. <br />Replace both joint seals during the recommended methacrylate placement. <br />On 09/15/2020 the following joint gaps were measured at 70 degrees Fahrenheit: <br />Abutment 1 - 1.75 inch <br />Abutment 2 - 1.75 inch <br />Dist Target <br />Dist Target <br />EA <br />EA <br />Status <br />Status <br />PROPOSED <br />PROPOSED <br />DECK WORK RECOMMENDATIONS <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Deck-Methacrylate <br />09/19/2018 <br />Str Target ROUTINE <br />Place methacrylate throughout the deck area. <br />Dist Target <br />EA Status PROPOSED <br />SUBSTRUCTURE <br />WORK RECOMMENDATIONS
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