CARBON AVE over ROCK CREEK 026
Map
Coordinates:
+45.36045, -109.1581545°21'38" N, 109°09'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CARBON AVE over ROCK CREEK 026 |
Structure number: | L05117000+02001 |
Location: | 1M E ROBERTS |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 1982 |
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: | Tee beam [04] |
Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2003] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 85.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Satisfactory | Satisfactory | 100 | 85.2 |
November 2015 | Fair | Good | Satisfactory | Satisfactory | 100 | 85.2 |
November 2013 | Fair | Good | Satisfactory | Satisfactory | 100 | 86.2 |
November 2011 | Fair | Good | Satisfactory | Satisfactory | 100 | 86.2 |
November 2009 | Fair | Good | Satisfactory | Satisfactory | 100 | 85.2 |
November 2007 | Fair | Satisfactory | Satisfactory | Good | 100 | 85.2 |
December 2005 | Good | Good | Good | Good | 100 | 85.2 |
November 2003 | Good | Good | Good | Good | 100 | 85.2 |
February 2002 | Good | Good | Good | Good | 100 | 86.2 |
May 2000 | Good | Good | Good | Good | 100 | 86.2 |
May 1998 | Good | Good | Good | Good | 100 | 86.2 |
December 1996 | Good | Good | Good | Very Good | 100 | 84.2 |
January 1996 | Good | Good | Good | Very Good | 31 | 84.4 |
February 1994 | Good | Good | Good | Very Good | 31 | 84.4 |
December 1991 | Fair | Very Good | Satisfactory | Very Good | 31 | 84.4 |
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. | 276 | 273 | 0 | 3 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 1,647 | 0 | 1,482 | 165 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 59 | 56 | 0 | 3 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 184 | 0 | 92 | 92 | 0 |
Steel Protective Coating | sq. ft. | 460 | 0 | 230 | 0 | 230 |