My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
29C0386_AAAN_2025-JAN
PublicWorks
>
ArcGIS Online
>
Bridges
>
29C-386
>
29C0386_AAAN_2025-JAN
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/3/2025 3:10:13 PM
Creation date
6/3/2025 3:10:00 PM
Metadata
Fields
Template:
Supporting Docs - Bridge
Bridge #
29C-386
Type - Bridge Supporting Doc
Inspection
Name
Duck Creek Branch - Carpenter Road
Text box
ID:
1
Creator:
Created:
6/3/2025 3:10 PM
Modified:
6/3/2025 3:10 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2025_01_02_16-40-34_IMG_1705.JPG
ID:
2
Creator:
Created:
6/3/2025 3:10 PM
Modified:
6/3/2025 3:10 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2025_01_02_16-40-09_IMG_1704.JPG
ID:
3
Creator:
Created:
6/3/2025 3:10 PM
Modified:
6/3/2025 3:10 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2025_01_02_16-42-54_IMG_1712.JPG
ID:
4
Creator:
Created:
6/3/2025 3:10 PM
Modified:
6/3/2025 3:10 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2025_01_02_16-43-20_IMG_1714.JPG
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
12
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Printed on:Tuesday 05/27/2025 04:22 PM 29C0386/AAAN/149217Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUBSTRUCTURE <br />(62) CULVERT RATING = 6 <br />(241-1080) Delamination/Spall/Patched Area <br />(241-1120) Efflorescence/Rust Staining <br />(241-1130) Cracking (RC and Other) <br />(241-510) Deck Wearing Surface-Asphalt <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 several 4 to 8 inch diameter by 1 inch deep spalls and incipient spalls with exposed rebar on the left edge of soffit in Spans <br />1 and 2. Refer to Photos 1 and 2. <br />Both cells have hairline up to 0.02 inch wide longitudinal soffit cracks with efflorescence spaced as close as 5 feet apart throughout. <br />Refer to Photos 3 and 4. <br />There is a up to 0.25 inch wide by 2 foot tall vertical crack on the left nose of Pier 2. Refer to Photo 5. <br />There are hairline up to 0.02 inch wide vertical cracks in all cell walls as close as 5 feet on center. <br />There is a 0.02 to 0.05 inch wide diagonal crack at the left end of the Pier 2 in the Span 2 side. <br />There were no significant defects noted. Refer to Photo 6. <br />Photo 1 <br />Span 1 left edge soffit spalls <br />Photo 2 <br />Span 2 left edge soffit spalls <br />Photo 3 <br />Cell 1 efflorescence from the left side <br />Photo 4 <br />Cell 2 efflorescence from the left side <br />CULVERT PHOTOGRAPHS
The URL can be used to link to this page
Your browser does not support the video tag.