POWERLINE RD over DRAINAGE 025
Map
Coordinates:
+47.63814, -111.1760347°38'17" N, 111°10'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | POWERLINE RD over DRAINAGE 025 |
Structure number: | L07063002+05001 |
Location: | 9M N GREAT FALLS |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 134.8 ft. [41.1 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1931 |
Year reconstructed: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 7 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2002] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 90.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Good | Satisfactory | 100 | 90.9 |
November 2015 | Fair | Satisfactory | Good | Satisfactory | 100 | 91.9 |
December 2013 | Fair | Satisfactory | Good | Satisfactory | 100 | 91.9 |
January 2012 | Fair | Satisfactory | Good | Satisfactory | 100 | 91.9 |
January 2010 | Fair | Satisfactory | Good | Satisfactory | 100 | 91.9 |
January 2008 | Fair | Satisfactory | Good | Satisfactory | 100 | 91.9 |
January 2006 | Fair | Satisfactory | Good | Satisfactory | 100 | 91.9 |
March 2004 | Fair | Good | Good | Satisfactory | 100 | 91.9 |
March 2002 | Fair | Good | Good | Satisfactory | 100 | 91.9 |
January 2000 | Fair | Satisfactory | Good | Satisfactory | 100 | 91.9 |
February 1998 | Good | Good | Very Good | Good | 100 | 91.9 |
September 1995 | Fair | Good | Very Good | Satisfactory | 31 | 90.0 |
February 1993 | Good | Good | Very Good | Good | 31 | 90.0 |
January 1991 | Good | Good | Very Good | Good | 31 | 90.0 |
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. | 1,621 | 1,531 | 90 | 0 | 0 |
Substructure |
Timber Column | each | 36 | 8 | 21 | 7 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 39 | 27 | 12 | 0 | 0 |
Masonry Abutment | linear ft. | 39 | 36 | 1 | 2 | 0 |
Timber Pier Cap | linear ft. | 157 | 133 | 14 | 10 | 0 |
Deck |
Timber Deck | sq. ft. | 2,702 | 1,893 | 809 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,702 | 1,890 | 812 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 269 | 225 | 40 | 4 | 0 |