COUNTY ROAD over SEVIER RIVER
Map
Coordinates:
+39.14983, -111.8757539°08'59" N, 111°52'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over SEVIER RIVER |
Structure number: | 039006F |
Location: | 3.5 MILES W. OF GUNNISON |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 73.2 ft. [22.3 m] |
Total length: | 76.4 ft. [23.3 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1971 |
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: | Concrete [1] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 327 [as of 2010] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 82.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Good | Good | 327 | 82.8 |
March 2016 | Fair | Satisfactory | Good | Good | 327 | 82.8 |
March 2014 | Fair | Satisfactory | Good | Good | 327 | 89.1 |
March 2012 | Fair | Satisfactory | Good | Good | 327 | 89.1 |
March 2010 | Fair | Satisfactory | Very Good | Good | 327 | 89.1 |
March 2008 | Fair | Satisfactory | Very Good | Good | 260 | 89.1 |
April 2006 | Fair | Satisfactory | Very Good | Good | 260 | 89.1 |
April 2004 | Fair | Satisfactory | Very Good | Good | 260 | 89.1 |
May 2002 | Fair | Satisfactory | Very Good | Good | 260 | 89.1 |
March 2000 | Good | Good | Very Good | Good | 260 | 84.1 |
April 1998 | Good | Good | Very Good | Good | 260 | 84.1 |
April 1996 | Fair | Very Good | Very Good | Satisfactory | 260 | 84.1 |
August 1994 | Fair | Very Good | Very Good | Satisfactory | 250 | 93.6 |
September 1992 | Good | Very Good | Very Good | Good | 250 | 93.6 |
July 1990 | Fair | Very Good | Very Good | Fair | 250 | 82.6 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 689 | 689 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 54 | 54 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 18 | 18 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 213 | 211 | 2 | 0 | 0 |