My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2023-38C-040
PublicWorks
>
ArcGIS Online
>
Bridges
>
38C-040
>
2023-38C-040
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/5/2025 8:04:54 AM
Creation date
6/5/2025 8:04:45 AM
Metadata
Fields
Template:
Supporting Docs - Bridge
Bridge #
38C-040
Type - Bridge Supporting Doc
Inspection
Name
Stanislaus River - First Street
Text box
ID:
1
Creator:
Created:
6/5/2025 8:04 AM
Modified:
6/5/2025 8:04 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/EHALSTED/2023_10_19_16-18-35_38C0040DKCRKS.JPG
ID:
2
Creator:
Created:
6/5/2025 8:04 AM
Modified:
6/5/2025 8:04 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/EHALSTED/2023_10_19_16-18-41_38C0040SFTCRKS.JPG
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
11
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:Friday 10/27/2023 12:33 PM 38C0040/AAAN/115282Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />Photo 1 <br />Typical deck cracking. <br />Photo 3 <br />Soffit cracks with efflorescence and rust colored staining. <br /> DECK PHOTOGRAPHS <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 />Concrete Coat.(Meth/Sealer) <br />Effectiveness-(Concrete PC) <br />2 <br />2 <br />3010 <br />3010 <br />sq.m <br />each <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 3010 <br /> 3010 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />521 <br />Defect <br />3540 <br />(16-1120) Efflorescence/Rust Staining <br />(16-1130) Cracking (RC and Other) <br />(16-521) Concrete Coat.(Meth/Sealer) <br />(16-521-3540) Effectiveness-(Concrete PC) <br />There are 0.02 inch wide random transverse soffit cracks with efflorescence in some of the bays of the T-beam approach Spans 1-7 <br />and 11-17, some with rust colored stains (see Photo 3). <br />The sealed transverse and pattern deck cracks up to 0.08 inch wide are opening up throughout the deck. See Photo 1 and 2019 BIR <br />photos numbered 1 and 2. <br />The deck was treated with methacrylate in 2011. <br />The methacrylate treatment treatment on the deck is no longer effective. <br />(58) 4DECK RATING = <br />(36a) Rail Code 0010 <br />302 <br />333 <br />Joint-Compression Seal <br />Leakage (Joints) <br />Railing-Other <br />2 <br />2 <br />2 <br />40 <br />40 <br />614 <br />m <br />each <br />m <br /> 0 <br /> 0 <br /> 614 <br /> 0 <br /> 0 <br /> 0 <br /> 40 <br /> 40 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />2310 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 30Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(302-2310) Leakage (Joints) <br />(333) Railing-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 />The compression seals are losing effectiveness by failing to completely seal the joint openings (see Photo 2). <br />There were no significant defects noted.
The URL can be used to link to this page
Your browser does not support the video tag.