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2024-29C-129
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2024-29C-129
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Last modified
5/30/2025 11:01:21 AM
Creation date
5/30/2025 11:00:52 AM
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Supporting Docs - Bridge
Bridge #
29C-129
Type - Bridge Supporting Doc
Inspection
Name
Dry Creek - Dustin Road
Text box
ID:
1
Creator:
Created:
5/30/2025 11:01 AM
Modified:
5/30/2025 11:01 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2024_01_03_10-09-05_IMG_0892_RESIZE.JPG
ID:
2
Creator:
Created:
5/30/2025 11:01 AM
Modified:
5/30/2025 11:01 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2024_01_03_10-11-04_IMG_0893_RESIZE.JPG
ID:
3
Creator:
Created:
5/30/2025 11:01 AM
Modified:
5/30/2025 11:01 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/KSHURBERT/2024_01_03_10-16-18_IMG_0894_RESIZE.JPG
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Printed on:Sunday 03/03/2024 07:24 AM 29C0129/AAAN/122389Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />Photo 13 <br />Soffit Cracks (Span 10) <br />Photo 14 <br />Soffit Cracks (Span 11) <br />Photo 15 <br />Soffit Cracks (Span 12) <br /> DECK PHOTOGRAPHS <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) (4)DECK RATING = <br />(36a) Rail Code 1111 <br />304 <br />330 <br />Joint-Open Expansion <br />Railing-Metal <br />Distortion <br />Damage <br />2 <br />2 <br />2 <br />2 <br />10 <br />252 <br />2 <br />2 <br />m <br />m <br />each <br />each <br /> 10 <br /> 250 <br /> 0 <br /> 0 <br /> 0 <br /> 2 <br /> 2 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1900 <br />7000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 45Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(304) Joint-Open Expansion <br />(330) Railing-Metal <br />(330-1900) Distortion <br />(330-7000) Damage <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 were no significant defects noted. <br />There is minor impact damage along approximately five feet of the metal bridge rail at Bent 8 right side (see Photo 7). <br />There is impact damage to the bride railing detailed in Item 1900 Distortion.
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