LITTLE VALLEY ROAD over MAIN CANYON CREEK
Map
Coordinates:
+40.36464, -111.3993340°21'53" N, 111°23'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LITTLE VALLEY ROAD over MAIN CANYON CREEK |
Structure number: | 051006C |
Location: | 1 MILE ABOVE WALLSBURG |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 29.5 ft. [9.0 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [as of 2010] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 85.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Good | 50 | 85.8 |
June 2016 | Fair | Fair | Fair | Good | 50 | 85.8 |
June 2014 | Fair | Fair | Fair | Good | 50 | 85.8 |
June 2012 | Fair | Fair | Fair | Good | 50 | 83.9 |
June 2010 | Fair | Fair | Fair | Good | 44 | 83.9 |
June 2008 | Fair | Fair | Fair | Good | 44 | 83.9 |
August 2006 | Fair | Fair | Fair | Good | 35 | 83.9 |
July 2004 | Fair | Satisfactory | Good | Good | 35 | 95.9 |
July 2002 | Fair | Satisfactory | Good | Good | 35 | 95.9 |
July 2000 | Fair | Satisfactory | Good | Good | 35 | 90.9 |
July 1998 | Fair | Satisfactory | Good | Good | 35 | 90.9 |
July 1996 | Good | Good | Good | Good | 35 | 90.9 |
August 1994 | Good | Good | Good | Good | 35 | 95.9 |
August 1992 | Good | Good | Good | Good | 25 | 96.0 |
June 1990 | Good | Very Good | Very Good | Very Good | 25 | 96.0 |
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 |
Steel Girder/Beam | linear ft. | 200 | 0 | 50 | 100 | 50 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 56 | 54 | 2 | 0 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 818 | 0 | 0 | 818 | 0 |
Bearings |
Elastomeric Bearing | each | 14 | 0 | 14 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 59 | 59 | 0 | 0 | 0 |