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2021-29C-210
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2021-29C-210
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Last modified
6/2/2025 12:02:28 PM
Creation date
6/2/2025 12:02:14 PM
Metadata
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Template:
Supporting Docs - Bridge
Bridge #
29C-210
Type - Bridge Supporting Doc
Inspection
Name
Duck Creek - B Street
Text box
ID:
1
Creator:
Created:
6/2/2025 12:02 PM
Modified:
6/2/2025 12:02 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2021_03_09_14-50-26_IMG_1235_RESIZE.JPG
ID:
2
Creator:
Created:
6/2/2025 12:02 PM
Modified:
6/2/2025 12:02 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2021_03_09_14-52-41_IMG_1236_RESIZE.JPG
ID:
3
Creator:
Created:
6/2/2025 12:02 PM
Modified:
6/2/2025 12:02 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2021_08_04_08-53-30_29C0210_MAP_VIEW_RESIZE.JPG
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Printed on:Friday 08/13/2021 01:37 PM 29C0210/AAAM/70600Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />Photo 4 <br />New RSP. Abutment 1 shown from the left <br />Photo 5 <br />Typical new RSP at the top of the slope with slurry conrete. <br />Abutment 1 on the left shown <br />SUBSTRUCTURE PHOTOGRAPHS <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS <br />Photo 1 <br />North is at the top of the page <br />OTHER PHOTOGRAPHS <br />DECK WORK RECOMMENDATIONS - NONE <br />256 Slope Protection 2 2 ea. 2 0 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />WORK RECOMMENDATIONS <br />(252) Pile-CIDH <br />(256) Slope Protection <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 pile element is included to indicate the presence of piles on this structure. The piles were not exposed for visual <br />inspection. No indication of pile distress was noted in any substructure element. <br />The previously reported exposed pile at the original portion of Abutment 1 has been covered with RSP. See Photo 4. <br />No significant defects were observed. <br />There is poured concrete at the base of the widening abutments. <br />There were no significant defects noted.
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