LOWER RIVER RD over BLUEWATER CREEK 002
Map
Coordinates:
+45.38462, -108.9019645°23'05" N, 108°54'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOWER RIVER RD over BLUEWATER CREEK 002 |
Structure number: | L05314001+01001 |
Location: | 1M SE FROMBERG |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: November 2017
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: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 82.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Satisfactory | Fair | 100 | 82.9 |
November 2015 | Fair | Satisfactory | Satisfactory | Fair | 100 | 82.9 |
November 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 93.9 |
November 2011 | Fair | Satisfactory | Satisfactory | Fair | 100 | 82.9 |
November 2009 | Fair | Satisfactory | Satisfactory | Fair | 100 | 82.9 |
November 2007 | Fair | Satisfactory | Satisfactory | Fair | 100 | 82.9 |
December 2005 | Fair | Satisfactory | Satisfactory | Fair | 100 | 82.9 |
November 2003 | Fair | Satisfactory | Satisfactory | Fair | 100 | 82.9 |
February 2002 | Fair | Satisfactory | Satisfactory | Fair | 100 | 82.9 |
May 2000 | Fair | Satisfactory | Satisfactory | Fair | 100 | 82.9 |
May 1998 | Fair | Good | Satisfactory | Satisfactory | 100 | 93.9 |
January 1996 | Fair | Good | Fair | Satisfactory | 31 | 80.8 |
February 1994 | Fair | Good | Fair | Satisfactory | 31 | 81.4 |
January 1992 | Fair | Good | Satisfactory | Satisfactory | 31 | 92.4 |
February 1990 | Fair | Good | Satisfactory | Satisfactory | 31 | 93.4 |
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 |
Steel Girder/Beam | linear ft. | 223 | 0 | 223 | 0 | 0 |
Steel Protective Coating | sq. ft. | 892 | 0 | 446 | 0 | 446 |
Deck |
Reinforced Concrete Deck | sq. ft. | 517 | 388 | 129 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 69 | 41 | 21 | 7 | 0 |