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2023-29C-351
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2023-29C-351
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Last modified
6/3/2025 2:13:20 PM
Creation date
6/3/2025 2:13:15 PM
Metadata
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Template:
Supporting Docs - Bridge
Bridge #
29C-351
Type - Bridge Supporting Doc
Inspection
Name
North Little Johns Creek - Kaiser Road
Text box
ID:
1
Creator:
Created:
6/3/2025 2:13 PM
Modified:
6/3/2025 2:13 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2023_03_23_10-21-33_IMG_5570_RESIZE.JPG
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Printed on:Tuesday 09/19/2023 02:48 PM 29C0351/AAAN/105995Pageof55 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />Photo 1 <br />Minor abrasion along all columns <br />SUBSTRUCTURE PHOTOGRAPHS <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-Misc. <br />03/09/2021 <br />Str Target ROUTINE <br />Removed the discarded vegetation, tires and trash adjacent to the bridge on the right. <br />Dist Target <br />EA Status PROPOSED <br />DECK WORK RECOMMENDATIONS - NONE <br />215 <br />227 <br />234 <br />Abutment-RC <br />Pile-RC <br />Pier Cap-RC <br />2 <br />2 <br />2 <br />28 <br />1 <br />19 <br />m <br />ea. <br />m <br /> 28 <br /> 1 <br /> 19 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />WORK RECOMMENDATIONS <br />(205) Column-RC <br />(215) Abutment-RC <br />(227) Pile-RC <br />(234) Pier Cap-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 />Photo 1. <br />No significant defects were observed. <br />The monolithic wingwalls have been included in the quantity of Element 215. <br />No significant defects were observed. <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 />No significant defects were observed.
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