COUNTY ROAD over PRICE RIVER
Map
Coordinates:
+39.63731, -110.8578339°38'14" N, 110°51'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over PRICE RIVER |
Structure number: | 007019F |
Location: | 3.5 MILES NW. OF PRICE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 65.9 ft. [20.1 m] |
Total length: | 68.6 ft. [20.9 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1984 |
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: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 315 [as of 2010] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 59.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 315 | 59.7 |
June 2016 | Good | Good | Good | Good | 315 | 59.7 |
June 2014 | Good | Good | Good | Good | 315 | 57.6 |
June 2012 | Good | Good | Very Good | Good | 315 | 92.1 |
July 2010 | Good | Good | Very Good | Good | 315 | 92.1 |
June 2008 | Good | Good | Very Good | Good | 315 | 92.1 |
August 2006 | Good | Good | Very Good | Good | 250 | 92.7 |
August 2004 | Good | Good | Very Good | Good | 250 | 92.7 |
August 2002 | Good | Good | Very Good | Good | 250 | 92.7 |
August 2000 | Good | Good | Very Good | Good | 250 | 87.5 |
August 1998 | Good | Good | Very Good | Good | 250 | 87.5 |
August 1996 | Good | Good | Very Good | Good | 250 | 87.5 |
September 1994 | Good | Good | Very Good | Very Good | 250 | 93.1 |
September 1992 | Good | Good | Very Good | Very Good | 100 | 94.3 |
August 1990 | Good | Good | Very Good | Very Good | 100 | 94.3 |
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 Girder/Beam | linear ft. | 400 | 400 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,192 | 1,867 | 325 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 65 | 45 | 20 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 137 | 137 | 0 | 0 | 0 |