TWO MILE BRIDGE RD over ROCK CREEK 024
Map
Coordinates:
+45.21400, -109.2409645°12'50" N, 109°14'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TWO MILE BRIDGE RD over ROCK CREEK 024 |
Structure number: | L05103000+02001 |
Location: | 2M N RED LODGE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 87.9 ft. [26.8 m] |
Total length: | 90.9 ft. [27.7 m] |
Roadway width between curbs: | 17.7 ft. [5.4 m] |
Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1982 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Not applicable [N] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2003] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 88.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $158,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Good | Good | 100 | 88.9 |
May 2016 | Fair | Satisfactory | Good | Good | 100 | 88.9 |
May 2014 | Fair | Satisfactory | Good | Good | 100 | 89.9 |
May 2012 | Fair | Satisfactory | Good | Good | 100 | 90.9 |
May 2010 | Fair | Satisfactory | Good | Good | 100 | 73.0 |
January 2010 | Fair | Satisfactory | Good | Good | 100 | 73.0 |
January 2008 | Fair | Fair | Good | Good | 100 | 69.9 |
December 2005 | Fair | Satisfactory | Satisfactory | Good | 100 | 71.0 |
November 2003 | Fair | Good | Satisfactory | Good | 100 | 71.0 |
February 2002 | Fair | Good | Satisfactory | Good | 100 | 71.9 |
June 1998 | Fair | Good | Satisfactory | Good | 100 | 71.9 |
January 1996 | Good | Good | Good | Very Good | 96 | 64.3 |
February 1994 | Good | Good | Good | Very Good | 96 | 68.0 |
January 1992 | Good | Good | Good | Very Good | 96 | 68.0 |
December 1989 | Good | Good | Good | Very Good | 96 | 68.0 |
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. | 272 | 269 | 3 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 1,765 | 1,183 | 441 | 141 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 59 | 58 | 1 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 180 | 150 | 25 | 5 | 0 |
Steel Protective Coating | sq. ft. | 360 | 0 | 342 | 18 | 0 |