My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2023-29C-304
PublicWorks
>
ArcGIS Online
>
Bridges
>
29C-304
>
2023-29C-304
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/3/2025 11:45:09 AM
Creation date
6/3/2025 11:45:01 AM
Metadata
Fields
Template:
Supporting Docs - Bridge
Bridge #
29C-304
Type - Bridge Supporting Doc
Inspection
Name
Channel A - Milton Road
Text box
ID:
1
Creator:
Created:
6/3/2025 11:45 AM
Modified:
6/3/2025 11:45 AM
Text:
http://smi-prod.dot.ca.gov/biris/photos/PGAGNIER/2023_03_23_13-56-31_IMG_5649_RESIZE.JPG
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
9
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:Monday 07/31/2023 03:55 PM 29C0304/AAAN/111940Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Small U-shaped channel of silt and sand. Light vegetation on banks. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />7 ABOVE MINIMUMWATER ADEQUACY <br /> MVERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />NAVIGATION CONTROL <br />0.0 MNAVIGATION HORIZONTAL CLEARANCE <br />0.0 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION <br />0: NO CONTROL5-WATERWAY <br />8 STABLE ABOVE FOOTINGSCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 7 MINOR DAMAGE <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />210 <br />215 <br />Pier Wall-RC <br />Abrasion (PS Conc./RC) <br />Abutment-RC <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />2 <br />2 <br />7 <br />7 <br />27 <br />27 <br />m <br />each <br />m <br />each <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 7 <br /> 7 <br /> 27 <br /> 27 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1190 <br />1190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)5 <br />(210-1190) Abrasion (PS Conc./RC) <br />(215) Abutment-RC <br />(215-1190) Abrasion (PS Conc./RC) <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 lower portions of the pierwall of Pier 2 exhibits minor abrasion. Coarse aggregate exposed but appeared sound. <br />The quantity of Element 215 includes the monolithic wingwalls at the corners of the bridge. <br />The lower portions of the abutments faces and wingwalls at both ends of the bridge exhibited minor abrasion. Coarse aggregate is <br />exposed but appears sound. <br />JOINT - APPROACH - RAIL <br />Photo 2 <br />New surface on AC approaches. Abutment 3 approach shown. <br />Note transverse cracks <br />JOINT/APPROACH/RAIL PHOTOGRAPHS
The URL can be used to link to this page
Your browser does not support the video tag.