COUNTY ROAD over BLACKSMITH FORK RIVER
Map
Coordinates:
+41.57483, -111.5643041°34'29" N, 111°33'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over BLACKSMITH FORK RIVER |
Structure number: | 005054C |
Location: | SOUTH OF HARDWARE RANCH |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 29.5 ft. [9.0 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Skew angle: | 10° |
Owner: | County Highway Agency [02] |
Year built: | 1983 |
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: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 80 [as of 2013] |
Truck traffic: | 25% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Satisfactory | Satisfactory | 80 | 80.0 |
May 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 80.0 |
May 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 800 | 88.6 |
May 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 800 | 88.6 |
May 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 800 | 88.6 |
June 2008 | Fair | Satisfactory | Good | Satisfactory | 32 | 94.8 |
July 2006 | Fair | Satisfactory | Good | Satisfactory | 25 | 94.8 |
July 2004 | Fair | Satisfactory | Good | Satisfactory | 25 | 94.8 |
July 2002 | Fair | Satisfactory | Good | Satisfactory | 25 | 94.8 |
August 2000 | Fair | Satisfactory | Good | Satisfactory | 25 | 89.8 |
August 1998 | Fair | Satisfactory | Good | Satisfactory | 25 | 89.8 |
August 1996 | Fair | Satisfactory | Good | Satisfactory | 25 | 89.8 |
July 1994 | Fair | Satisfactory | Good | Satisfactory | 25 | 94.8 |
July 1992 | Good | Good | Good | Good | 20 | 95.8 |
July 1990 | Good | Good | Good | Good | 20 | 95.8 |
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 Girder/Beam | linear ft. | 148 | 0 | 148 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 64 | 62 | 1 | 1 | 0 |
Deck |
Timber Deck | sq. ft. | 928 | 628 | 300 | 0 | 0 |
Bearings |
Other Bearing | each | 10 | 0 | 10 | 0 | 0 |