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29C0176_AAAO_2025-JAN
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29C0176_AAAO_2025-JAN
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Last modified
6/5/2025 9:11:32 AM
Creation date
6/5/2025 9:11:24 AM
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Template:
Supporting Docs - Bridge
Bridge #
29C-176
Type - Bridge Supporting Doc
Inspection
Name
South Branch South Littlejohns Creek - Mariposa Road
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ID:
1
Creator:
Created:
6/5/2025 9:11 AM
Modified:
6/5/2025 9:11 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2025_01_09_11-26-48_IMG_0452_RESIZE.JPG
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Printed on:Tuesday 04/29/2025 03:52 PM 29C0176/AAAO/151668Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />Photo 5 <br />Slab Edge Spall (Span 3 right side) <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <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) Slab-RC <br />(38-1080) Delamination/Spall/Patched Area <br />(38-510-3220) Cracking-AC (WS) <br />There is a dark spot on the soffit near Abutment 4 that appears to be leakage (see BIR 01/19/2023 Photo 7). <br />There are up to 14 inch diameter spalls along Span 1 left side and Span 3 right side (see Photo 5) possibly from riprap placement. <br />There are areas of soffit scaling and minor delamination in Span 1 (4 feet x 14 feet) and Span 3 (4 feet x 10 feet) - see BIR <br />01/11/2021 Photos 7 and 8. <br />There are up to 0.40 inch wide longitudinal and transverse cracks throughout the AC overlay (see BIR 01/11/2021 Photo 9). <br />(58) 7DECK RATING = <br />(36a) Rail Code 1111 <br />331 Railing-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />45 <br />20 <br />m <br />each <br /> 25 <br /> 0 <br /> 18 <br /> 18 <br /> 2 <br /> 2 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1130 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 50Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331-1130) Cracking (RC and Other) <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 are up to 0.03 inch wide vertical cracks with efflorescence in the bridge rail. <br />There are significant pattern cracks up to 0.05 inches wide on the rail near Abutment 4 right side (see BIR 01/19/2023 <br />Photo 8).
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