COUNTY ROAD over PRICE RIVER
Map
Coordinates:
+39.74550, -110.8793439°44'44" N, 110°52'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over PRICE RIVER |
Structure number: | 007027C |
Location: | 1 MILE NW. OF CASTLE GATE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 77.1 ft. [23.5 m] |
Roadway width between curbs: | 15.4 ft. [4.7 m] |
Deck width edge-to-edge: | 15.4 ft. [4.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1914 |
Year reconstructed: | 1930 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 19 [as of 2010] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 46.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Satisfactory | 19 | 46.2 |
June 2016 | Fair | Fair | Fair | Satisfactory | 19 | 46.2 |
June 2014 | Fair | Fair | Fair | Satisfactory | 19 | 42.8 |
June 2012 | Poor | Serious | Fair | Satisfactory | 19 | 46.8 |
July 2010 | Poor | Poor | Serious | Fair | 19 | 20.9 |
June 2008 | Poor | Poor | Serious | Fair | 19 | 20.9 |
September 2007 | Poor | Poor | Serious | Fair | 15 | 21.0 |
August 2006 | Poor | Poor | Serious | Fair | 15 | 21.0 |
August 2004 | Poor | Poor | Serious | Fair | 15 | 21.0 |
August 2002 | Poor | Poor | Serious | Fair | 15 | 21.0 |
August 2000 | Poor | Poor | Serious | Fair | 15 | 21.0 |
August 1998 | Fair | Fair | Fair | Fair | 15 | 49.8 |
August 1996 | Fair | Fair | Fair | Fair | 15 | 49.8 |
September 1994 | Fair | Fair | Fair | Fair | 15 | 49.8 |
September 1992 | Fair | Fair | Fair | Fair | 15 | 49.8 |
August 1990 | Fair | Fair | Fair | Fair | 15 | 49.8 |
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 Stringer | linear ft. | 525 | 0 | 525 | 0 | 0 |
Steel Truss | linear ft. | 150 | 0 | 137 | 5 | 8 |
Steel Floor Beam | linear ft. | 73 | 0 | 73 | 0 | 0 |
Steel Gusset Plate | each | 20 | 0 | 20 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 39 | 28 | 1 | 10 | 0 |
Deck |
Timber Deck | sq. ft. | 1,162 | 0 | 1,012 | 0 | 150 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 150 | 0 | 0 | 0 | 150 |