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2024-29C-171
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2024-29C-171
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Last modified
5/30/2025 3:03:16 PM
Creation date
5/30/2025 3:03:05 PM
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Template:
Supporting Docs - Bridge
Bridge #
29C-171
Type - Bridge Supporting Doc
Inspection
Name
Duck Creek - Escalon - Bellota Road
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ID:
1
Creator:
Created:
5/30/2025 3:03 PM
Modified:
5/30/2025 3:03 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2024_11_08_11-33-28_IMG_6878_RESIZE.JPG
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Printed on:Friday 02/14/2025 11:45 AM 29C0171/AAAP/148018Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 4 <br />Spalls in the soffit on the right side of Span 2 <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 6 <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 />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(38-1080) Delamination/Spall/Patched Area <br />(38-510) Deck Wearing Surface-Asphalt <br />There are spalls in the soffit at the following locations: <br />Span 1 on the left side: <br />There is a spall up to 6 inches in diameter with one exposed rebar with an estimated 1% section loss. See Photo 2 dated 11/10/2022. <br />Span 1 on the right side: <br />There is a spall up to 6 inches in diameter with one exposed rebar with an estimated 1% section loss. This condition appears to be a <br />failed patch. Adjacent to this spall there is a sound patch up to 6 inches in diameter. See Photo 3 dated 11/10/2022. <br />These conditions have been previously reported and no significant changes were noted. <br />Span 2 on the right side: <br />There are four spalls up to 12 inches long x 4 inches wide x 1 inch deep with exposed rebar with an estimated 1% section loss in the <br />edge of soffit near midspan. (See Photo 4). This condition has been previously reported and the previously noted delamination was <br />upgraded to a spall. <br />There were no significant defects noted. <br />(58) 6DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 20 m 20 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <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 />There were no significant defects noted.
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