VOLNEY CREEK RD over RED LODGE CREEK 042
Map
Coordinates:
+45.30906, -109.3833245°18'33" N, 109°22'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | VOLNEY CREEK RD over RED LODGE CREEK 042 |
Structure number: | L05007007+02001 |
Location: | 6M SE ROSCOE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 16.7 ft. [5.1 m] |
Deck width edge-to-edge: | 17.7 ft. [5.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Year reconstructed: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
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: | 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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 87.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Satisfactory | Satisfactory | 100 | 87.2 |
November 2015 | Fair | Good | Satisfactory | Satisfactory | 100 | 87.2 |
November 2013 | Fair | Good | Satisfactory | Satisfactory | 100 | 87.2 |
November 2011 | Fair | Good | Satisfactory | Good | 100 | 87.2 |
November 2009 | Fair | Satisfactory | Satisfactory | Good | 100 | 87.2 |
November 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 87.2 |
December 2005 | Fair | Satisfactory | Good | Good | 100 | 87.2 |
November 2003 | Fair | Satisfactory | Good | Good | 100 | 87.2 |
February 2002 | Fair | Satisfactory | Good | Good | 100 | 87.2 |
May 2000 | Fair | Satisfactory | Good | Good | 100 | 87.2 |
May 1998 | Good | Good | Good | Good | 100 | 87.2 |
January 1996 | Good | Very Good | Good | Good | 96 | 85.1 |
December 1993 | Good | Very Good | Good | Good | 96 | 85.4 |
January 1992 | Good | Very Good | Good | Good | 31 | 85.5 |
December 1989 | Good | Very Good | Good | Good | 31 | 75.0 |
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 |
Timber Girder/Beam | linear ft. | 128 | 108 | 19 | 1 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 69 | 67 | 2 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 441 | 441 | 0 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 49 | 0 | 49 | 0 | 0 |