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2021-29C-074
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2021-29C-074
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Entry Properties
Last modified
5/29/2025 1:02:22 PM
Creation date
5/29/2025 1:02:09 PM
Metadata
Fields
Template:
Supporting Docs - Bridge
Bridge #
29C-074
Type - Bridge Supporting Doc
Inspection
Name
North Little Johns Creek - Jack Tone Road
Text box
ID:
1
Creator:
Created:
5/29/2025 1:02 PM
Modified:
5/29/2025 1:02 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2021_08_04_10-53-00_29C0074_MAP_VIEW_RESIZE.JPG
ID:
2
Creator:
Created:
5/29/2025 1:02 PM
Modified:
5/29/2025 1:02 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2021_03_09_13-34-10_IMG_1212_RESIZE.JPG
ID:
3
Creator:
Created:
5/29/2025 1:02 PM
Modified:
5/29/2025 1:02 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2021_03_09_13-26-13_IMG_1211_RESIZE.JPG
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Printed on:Friday 08/13/2021 02:05 PM 29C0074/AAAI/70601Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />OTHER WORK RECOMMENDATIONS <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />Photo 1 <br />North is at the top of the page <br />Photo 2 <br />Bridge ID sign at Abutment 1 with the incorrect bridge number <br />Photo 3 <br />Bridge ID sign at Abutment 5 with the incorrect bridge number <br />OTHER PHOTOGRAPHS <br />DECK WORK RECOMMENDATIONS - NONE <br />252 Pile-CIDH 2 1 ea. 1 0 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />WORK RECOMMENDATIONS <br />(215) Abutment-RC <br />(252) Pile-CIDH <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 />This quantity includes monolithic wingwalls. <br />There were no significant defects noted. <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.
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