RIVERSIDE RANCH RD over JUDITH RIVER 012
Map
Coordinates:
+46.99090, -109.9415646°59'27" N, 109°56'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RIVERSIDE RANCH RD over JUDITH RIVER 012 |
Structure number: | L23040000+02001 |
Location: | 3M W HOBSON |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 83.3 ft. [25.4 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1940 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2003] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 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: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 50.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $149,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Good | Fair | Fair | 100 | 50.3 |
November 2016 | Fair | Good | Fair | Fair | 100 | 51.3 |
November 2014 | Fair | Fair | Fair | Fair | 100 | 50.3 |
November 2012 | Fair | Fair | Fair | Fair | 100 | 50.3 |
November 2010 | Fair | Satisfactory | Fair | Fair | 100 | 51.3 |
January 2009 | Fair | Satisfactory | Fair | Fair | 100 | 51.3 |
February 2007 | Fair | Satisfactory | Satisfactory | Fair | 100 | 52.3 |
March 2005 | Fair | Satisfactory | Satisfactory | Fair | 100 | 54.3 |
February 2003 | Fair | Good | Satisfactory | Fair | 100 | 54.3 |
June 2001 | Fair | Good | Satisfactory | Fair | 100 | 54.3 |
June 1999 | Fair | Good | Satisfactory | Fair | 100 | 50.3 |
November 1996 | Fair | Good | Satisfactory | Fair | 100 | 50.3 |
February 1995 | Fair | Very Good | Satisfactory | Fair | 31 | 50.3 |
February 1993 | Fair | Very Good | Satisfactory | Fair | 31 | 50.5 |
January 1991 | Poor | Good | Poor | Fair | 31 | 38.4 |
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 |
Timber Girder/Beam | linear ft. | 499 | 0 | 334 | 165 | 0 |
Substructure |
Timber Pier Wall | linear ft. | 56 | 0 | 22 | 34 | 0 |
Reinforced Concrete Abutment | linear ft. | 89 | 0 | 76 | 13 | 0 |
Timber Pier Cap | linear ft. | 39 | 0 | 23 | 16 | 0 |
Deck |
Timber Deck | sq. ft. | 1,668 | 1,668 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 664 | 664 | 0 | 0 | 0 |