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29C0411_AAAJ_2025-JAN
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29C0411_AAAJ_2025-JAN
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Last modified
6/3/2025 3:24:24 PM
Creation date
6/3/2025 3:24:09 PM
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Template:
Supporting Docs - Bridge
Bridge #
29C-411
Type - Bridge Supporting Doc
Inspection
Name
North Fork South Littlejohns Creek BOH - Jack Tone Road
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ID:
1
Creator:
Created:
6/3/2025 3:24 PM
Modified:
6/3/2025 3:24 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2025_01_09_10-54-36_IMG_0424_RESIZE.JPG
ID:
2
Creator:
Created:
6/3/2025 3:24 PM
Modified:
6/3/2025 3:24 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2025_01_09_10-55-02_IMG_0426_RESIZE.JPG
ID:
3
Creator:
Created:
6/3/2025 3:24 PM
Modified:
6/3/2025 3:24 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2025_01_09_10-51-22_IMG_0418_RESIZE.JPG
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Printed on:Tuesday 04/29/2025 03:55 PM 29C0411/AAAJ/152003Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />Photo 5 <br />Deck Cracks (typical) <br />Photo 6 <br />Deck Cracks (Span 6) <br />Photo 7 <br />Deck Cracks (typical) <br /> DECK PHOTOGRAPHS <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) (6)DECK RATING = <br />(36a) Rail Code 1111 <br />303 <br />321 <br />333 <br />Joint-Assembly w/ Seal <br />Approach Slab-RC <br />Cracking (RC and Other) <br />Concrete Coat.(Meth/Sealer) <br />Railing-Other <br />2 <br />2 <br />2 <br />2 <br />2 <br />29 <br />80 <br />75 <br />74 <br />435 <br />m <br />sq.m <br />each <br />sq.m <br />m <br /> 29 <br /> 40 <br /> 35 <br /> 74 <br /> 405 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 30 <br /> 0 <br /> 40 <br /> 40 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1130 <br />521 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 45Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(303) Joint-Assembly w/ Seal <br />(321-1130) Cracking (RC and Other) <br />(321-521) Concrete Coat.(Meth/Sealer) <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. <br />There up to 0.06 inch wide by six feet long treated longitudinal/diagonal and pattern cracks spaced as close as ten inches <br />(see Photos 8 and 9). <br />The approach slabs were treated with methacrylate in 2015 and remains effective.
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