COUNTY ROAD over DRY FORK CREEK
Map
Coordinates:
+40.54122, -109.6363940°32'28" N, 109°38'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over DRY FORK CREEK |
Structure number: | 047006C |
Location: | 10 MILES NW. OF VERNAL |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 60.7 ft. [18.5 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1995 |
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: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 189 [as of 2010] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 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: | 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: | Equal to present desirable criteria [8] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 79.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 189 | 79.4 |
April 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 189 | 79.4 |
April 2014 | Fair | Good | Satisfactory | Satisfactory | 189 | 77.9 |
April 2012 | Fair | Good | Satisfactory | Satisfactory | 189 | 90.4 |
March 2010 | Fair | Good | Satisfactory | Satisfactory | 189 | 90.4 |
April 2008 | Fair | Good | Satisfactory | Satisfactory | 189 | 90.4 |
July 2006 | Good | Good | Good | Very Good | 150 | 90.6 |
July 2004 | Good | Good | Good | Very Good | 150 | 90.6 |
May 2002 | Good | Good | Very Good | Very Good | 150 | 90.6 |
April 2000 | Good | Good | Very Good | Very Good | 150 | 85.5 |
April 1998 | Good | Very Good | Very Good | Very Good | 150 | 85.5 |
May 1996 | Good | Very Good | Very Good | Very Good | 150 | 85.5 |
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. | 303 | 0 | 303 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 48 | 47 | 0 | 1 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 1,465 | 732 | 440 | 293 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 121 | 121 | 0 | 0 | 0 |