My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2024-29C-253
PublicWorks
>
ArcGIS Online
>
Bridges
>
29C-253
>
2024-29C-253
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/3/2025 8:12:21 AM
Creation date
6/3/2025 8:12:19 AM
Metadata
Fields
Template:
Supporting Docs - Bridge
Bridge #
29C-253
Type - Bridge Supporting Doc
Inspection
Name
Dry Creek Overflow - Elliott Road
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
4
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 01/19/2024 05:35 AM 29C0253/AAAM/121968Pageof44 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />U-shaped, dirt. <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 />JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS <br />Work By <br />Action <br />Est CostRec Date LOCAL AGENCY <br />Sub-Epoxy Inject <br />01/24/2020 <br />Str Target ROUTINE <br />Epoxy inject cracks at the four abutment corners. <br />Dist Target <br />EA Status PROPOSED <br />8 STABLE ABOVE FOOTINGSCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 6 BANK SLUMPING <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />DECK WORK RECOMMENDATIONS - NONE <br />241 Culvert-RC <br />Cracking (RC and Other) <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />2 <br />20 <br />4 <br />69 <br />m <br />each <br />sq.m <br /> 16 <br /> 0 <br /> 69 <br /> 0 <br /> 0 <br /> 0 <br /> 4 <br /> 4 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br />1130 <br />510 <br />SUBSTRUCTURE <br />(62) CULVERT RATING = (6) <br />WORK RECOMMENDATIONS <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 up to 0.40 inch wide vertical cracks at each of the four abutment corners (see Photos 5 through 10 BIR 01/19/2022). <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.