258 AVENUE over BAD RV
Map
Coordinates:
+44.10937, -100.9666444°06'34" N, 100°57'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 258 AVENUE over BAD RV |
Structure number: | 000000038050042 |
Location: | 12W & 14.8N MURDO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 148.6 ft. [45.3 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 25 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 89.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $4,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 25 | 89.7 |
July 2016 | Fair | Good | Satisfactory | Satisfactory | 25 | 89.7 |
July 2014 | Fair | Good | Satisfactory | Satisfactory | 25 | 89.7 |
July 2012 | Fair | Good | Satisfactory | Satisfactory | 25 | 89.7 |
July 2010 | Fair | Good | Satisfactory | Satisfactory | 25 | 89.7 |
August 2008 | Fair | Good | Satisfactory | Satisfactory | 25 | 89.7 |
June 2006 | Fair | Good | Satisfactory | Satisfactory | 25 | 89.7 |
July 2004 | Fair | Good | Satisfactory | Satisfactory | 25 | 89.7 |
April 2002 | Good | Good | Very Good | Good | 25 | 89.7 |
October 2000 | Good | Good | Very Good | Good | 25 | 89.7 |
July 1998 | Good | Good | Very Good | Good | 25 | 89.7 |
August 1996 | Good | Good | Very Good | Very Good | 25 | 88.7 |
July 1994 | Good | Very Good | Very Good | Very Good | 25 | 88.5 |
October 1992 | Good | Very Good | Very Good | Very Good | 25 | 89.5 |
August 1990 | Good | Very Good | Very Good | Very Good | 25 | 89.5 |