MESSENGER RD over NO NAME DITCH 074
Map
Coordinates:
+48.27493, -112.1206248°16'30" N, 112°07'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MESSENGER RD over NO NAME DITCH 074 |
Structure number: | L37015002+03001 |
Location: | WILLIAMS |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
Skew angle: | 25° |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Wood or timber [7] |
Main spans 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: | Posted for load [P] |
Average daily traffic: | 100 [as of 2004] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 48.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Fair | Satisfactory | 100 | 48.3 |
November 2015 | Fair | Good | Fair | Satisfactory | 100 | 48.3 |
December 2013 | Fair | Good | Fair | Satisfactory | 100 | 48.3 |
December 2011 | Fair | Good | Fair | Satisfactory | 100 | 48.3 |
November 2009 | Fair | Good | Fair | Satisfactory | 100 | 48.3 |
December 2007 | Fair | Good | Fair | Satisfactory | 100 | 48.3 |
December 2005 | Fair | Good | Fair | Satisfactory | 100 | 48.3 |
January 2004 | Fair | Good | Fair | Satisfactory | 100 | 48.3 |
November 2001 | Fair | Good | Fair | Satisfactory | 100 | 48.3 |
February 2000 | Poor | Satisfactory | Poor | Satisfactory | 100 | 35.9 |
May 1996 | Poor | Satisfactory | Poor | Satisfactory | 100 | 36.9 |
December 1993 | Poor | Satisfactory | Poor | Satisfactory | 31 | 37.1 |
February 1991 | Fair | Satisfactory | Fair | Satisfactory | 31 | 48.1 |
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. | 571 | 436 | 110 | 25 | 0 |
Substructure |
Timber Column | each | 15 | 8 | 7 | 0 | 0 |
Timber Abutment | linear ft. | 66 | 56 | 10 | 0 | 0 |
Timber Pier Cap | linear ft. | 75 | 71 | 4 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 1,163 | 1,146 | 17 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 105 | 70 | 30 | 5 | 0 |