BLAZEN RD over PONDERA COULEE 079
Map
Coordinates:
+48.16461, -111.9398648°09'53" N, 111°56'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BLAZEN RD over PONDERA COULEE 079 |
Structure number: | L37363000+02001 |
Location: | CONRAD-BLAZEN RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 61.4 ft. [18.7 m] |
Total length: | 63.7 ft. [19.4 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 25° |
Owner: | County Highway Agency [02] |
Year built: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Channel beam [22] |
Deck type: | Not applicable [N] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2004] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Good | Satisfactory | 100 | 100.0 |
November 2015 | Fair | Satisfactory | Good | Satisfactory | 100 | 100.0 |
December 2013 | Fair | Satisfactory | Good | Satisfactory | 100 | 100.0 |
December 2011 | Fair | Satisfactory | Good | Satisfactory | 100 | 100.0 |
December 2009 | Fair | Satisfactory | Good | Good | 100 | 100.0 |
December 2007 | Good | Good | Good | Good | 100 | 95.1 |
January 2006 | Good | Good | Good | Good | 100 | 95.1 |
September 2004 | Good | Excellent | Excellent | Excellent | 100 | 95.1 |
February 2004 | Fair | Good | Satisfactory | Good | 100 | 51.5 |
November 2001 | Fair | Good | Satisfactory | Good | 100 | 51.5 |
January 2000 | Fair | Good | Fair | Good | 100 | 42.5 |
May 1996 | Fair | Good | Fair | Good | 100 | 42.5 |
March 1994 | Poor | Good | Poor | Very Good | 31 | 41.0 |
February 1991 | Fair | Very Good | Satisfactory | Very Good | 31 | 51.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 318 | 318 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,776 | 1,753 | 23 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 79 | 75 | 4 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 128 | 128 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 384 | 384 | 0 | 0 | 0 |