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29C0214_AAAL_2025-FEB
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29C0214_AAAL_2025-FEB
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Last modified
6/5/2025 9:20:59 AM
Creation date
6/5/2025 9:20:55 AM
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Supporting Docs - Bridge
Bridge #
29C-214
Type - Bridge Supporting Doc
Inspection
Name
Branch Mosher Slough - Clements Road
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Printed on:Wednesday 04/30/2025 02:26 PM 29C0214/AAAL/151729Pageof55 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Remove Vegetation <br />02/17/2021 <br />Str Target ROUTINE <br />Remove blackberry bushes and discarded debris from growing around the structure and the Abutment 4 right rail to provide inspection <br />of all bridge elements. <br />Dist Target <br />EA Status PROPOSED <br />DECK WORK RECOMMENDATIONS - NONE <br />205 <br />215 <br />252 <br />Column-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Pile-CIDH <br />2 <br />2 <br />2 <br />2 <br />15 <br />15 <br />32 <br />1 <br />each <br />each <br />m <br />ea. <br /> 0 <br /> 0 <br /> 32 <br /> 1 <br /> 15 <br /> 15 <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 /> 0 <br />1190 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)(7) <br />WORK RECOMMENDATIONS <br />(205-1190) Abrasion (PS Conc./RC) <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 />All of the RC columns have light surface abrasion on the bottom 2 feet. (See Photo 6 dated 02/09/2019). This condition has been <br />previously reported and no significant changes were noted. <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 inspection. No <br />indication of pile distress was noted in any substructure element.
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