My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2024-29C-104
PublicWorks
>
ArcGIS Online
>
Bridges
>
29C-104
>
2024-29C-104
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/29/2025 3:13:39 PM
Creation date
5/29/2025 3:13:14 PM
Metadata
Fields
Template:
Supporting Docs - Bridge
Bridge #
29C-104
Type - Bridge Supporting Doc
Inspection
Name
Mokelumne River - New Hope Road
Text box
ID:
1
Creator:
Created:
5/29/2025 3:13 PM
Modified:
5/29/2025 3:13 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2024_05_06_08-29-46_IMG_0170.JPG
ID:
2
Creator:
Created:
5/29/2025 3:13 PM
Modified:
5/29/2025 3:13 PM
Text:
http://smi-prod.dot.ca.gov/biris/photos/DBONAR/2024_05_06_08-29-40_IMG_0151.JPG
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
19
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 05/28/2024 03:35 PM 29C0104/AAAQ/128922Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />Photo 10 <br />Deck cracking over Bent 2 (typical) <br />Photo 11 <br />Looking at the missing chip seal from Abutment 1 <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 />16 Top Flange-RC <br />Cracking (RC and Other) <br />Deck Wearing Surface-Asphalt <br />Effectiveness (WS) <br />2 <br />2 <br />2 <br />2 <br />612 <br />24 <br />600 <br />480 <br />sq.m <br />each <br />sq.m <br />each <br /> 588 <br /> 0 <br /> 120 <br /> 0 <br /> 17 <br /> 17 <br /> 0 <br /> 0 <br /> 7 <br /> 7 <br /> 480 <br /> 480 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1130 <br />510 <br />Defect <br />3230 <br />(16-1130) Cracking (RC and Other) <br />(16-510-3230) Effectiveness (WS) <br />There are 0.03 to 0.06 inch wide transverse deck cracks spaced at 1 to 3 feet apart over the bents. Refer to Photo 10. <br />The chip seal has worn off on most of the lanes of the bridge, limiting its effectiveness. Refer to Photo 11. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0010 <br />330 Railing-Metal <br />Distortion <br />Damage <br />2 <br />2 <br />2 <br />111 <br />1 <br />1 <br />m <br />each <br />each <br /> 111 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <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 40Roadway Speed MPH <br />JOINT - APPROACH - RAIL <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 />The right railing at Abutment 4 has slight damage, but no repairs are necessary. <br />Refer to the distortion defect.
The URL can be used to link to this page
Your browser does not support the video tag.