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2024-29C-010
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Last modified
5/29/2025 8:27:33 AM
Creation date
5/28/2025 3:17:56 PM
Metadata
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Template:
Supporting Docs - Bridge
Bridge #
29C-010
Type - Bridge Supporting Doc
Inspection
Name
South Fork Mokelumne River - Walnut Grove Road
Text box
ID:
1
Creator:
Created:
5/28/2025 3:18 PM
Modified:
5/28/2025 3:18 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2024_01_08_09-53-28_IMG_0107.JPG
ID:
2
Creator:
Created:
5/28/2025 3:18 PM
Modified:
5/28/2025 3:18 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2024_01_08_09-53-04_IMG_0106.JPG
ID:
3
Creator:
Created:
5/28/2025 3:18 PM
Modified:
5/28/2025 3:18 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2024_05_04_17-51-46_IMG_0104.JPG
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Printed on:Tuesday 05/28/2024 04:22 PM 29C0010/AAAT/128920Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />Photo 1 <br />Surface scaling at Hinge 4 extending away from Bent 5 <br />Photo 2 <br />Surface scaling around around Bent 5 Column 3 <br />Photo 3 <br />Efflorescence with brown staining in the left half of Span 2 <br /> DECK PHOTOGRAPHS <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 State <br />38 Slab-RC <br />Delamination/Spall/Patched Area <br />Efflorescence/Rust Staining <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />2 <br />2 <br />600 <br />10 <br />3 <br />600 <br />sq.m <br />each <br />each <br />sq.m <br /> 587 <br /> 0 <br /> 0 <br /> 600 <br /> 10 <br /> 10 <br /> 0 <br /> 0 <br /> 3 <br /> 0 <br /> 3 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1080 <br />1120 <br />510 <br />Defect <br />(16-510) Deck Wearing Surface-Asphalt <br />(38-1080) Delamination/Spall/Patched Area <br />(38-1120) Efflorescence/Rust Staining <br />(38-510) Deck Wearing Surface-Asphalt <br />There were no significant defects noted. <br />There is surface scaling in the soffit along the hinge in Span 4. The surface scaling extends 2.5 feet from the hinge into Span 4. <br />There is a 5 foot wide x 2 foot long area of surface scaling in the soffit at Bent 5 Column 3. Refer to Photos 1 and 2. <br />In the left half of Span 2 there is a 1.5 foot wide x 5 foot long area of efflorescence with brown staining. Refer to Photo 3. <br />There were no significant defects noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL
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