My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
02.24.2025 PW SS Briefings
>
Meetings
>
2025
>
02. February
>
2025-02-24 1:30 PM - Public Works Study Session
>
02.24.2025 PW SS Briefings
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/20/2025 2:25:02 PM
Creation date
2/20/2025 1:55:44 PM
Metadata
Fields
Template:
Meeting
Date
2/24/2025
Meeting title
Public Works Study Session
Location
BoCC Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
36
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).
View images
View plain text
DEFINITIONS: <br /> Weight Restricted bridges are signed to inform the traveling public of the notice of maximum vehicle <br /> weight a specific bridge can safely support.This helps to extend bridge service life by reducing the risk of <br /> damage and potential failures. <br /> Structurally Deficient is defined by FHWA as a classification given to a bridge which has any component <br /> (Deck, Superstructure, Substructure or Culvert) rated in Poor or worse condition. Structurally deficient <br /> means there are elements of the bridge that need to be monitored or repaired. The fact that a bridge is <br /> classified as structurally deficient does not imply that there is an imminent threat of collapse or it is unsafe. <br /> Functionally Obsolete is a bridge that was built to standards that are not used today. These bridges are <br /> not automatically rated as structurally deficient,and they are not inherently unsafe. Functionally obsolete <br /> bridges may not meet current standard for lane width, shoulder width or vertical clearance or those that <br /> may occasionally flood. <br /> Sufficiency rating is a rating system developed by FHWA to serve as a prioritization tool to allocate funds. <br /> The rating varies from 0 (poor) to 100 (very good). The formula considers structural adequacy, whether <br /> the bridge is functionally obsolete, and level of service provided to the public. Sufficiency rating is no <br /> longer used by FHWA.WSDOT continues to use sufficiency rating for local agency projects. <br /> Fracture critical describes a non-redundant steel tension member which is in the load path. <br /> Kittitas County 2024 Annual Bridge Report <br />
The URL can be used to link to this page
Your browser does not support the video tag.