COUNTY ROAD over COAL WASH
Map
Coordinates:
+39.57735, -110.6858239°34'38" N, 110°41'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over COAL WASH |
Structure number: | 007007C |
Location: | 2.5 MILE N. OF WELLINGTON |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 103.4 ft. [31.5 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Vertical clearance above deck: | 14.1 ft. [4.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1915 |
Year reconstructed: | 1964 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 378 [as of 2010] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 55.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Good | 378 | 55.0 |
June 2016 | Fair | Satisfactory | Satisfactory | Good | 378 | 55.0 |
June 2014 | Fair | Satisfactory | Good | Good | 378 | 69.6 |
June 2012 | Fair | Satisfactory | Good | Good | 378 | 69.6 |
July 2010 | Fair | Satisfactory | Satisfactory | Good | 378 | 69.6 |
June 2008 | Fair | Satisfactory | Satisfactory | Good | 378 | 69.6 |
September 2007 | Fair | Satisfactory | Satisfactory | Good | 300 | 69.7 |
August 2006 | Fair | Satisfactory | Satisfactory | Good | 300 | 69.7 |
August 2004 | Fair | Satisfactory | Satisfactory | Good | 300 | 69.7 |
August 2002 | Fair | Satisfactory | Satisfactory | Good | 300 | 69.7 |
August 2000 | Fair | Satisfactory | Satisfactory | Good | 300 | 69.7 |
September 1998 | Fair | Satisfactory | Satisfactory | Very Good | 300 | 69.7 |
August 1996 | Fair | Satisfactory | Satisfactory | Very Good | 300 | 69.7 |
September 1994 | Fair | Good | Satisfactory | Very Good | 300 | 70.6 |
September 1992 | Good | Good | Very Good | Very Good | 300 | 70.6 |
July 1990 | Good | Good | Very Good | Very Good | 300 | 70.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 2,133 | 1,210 | 853 | 70 | 0 |
Superstructure |
Steel Truss | linear ft. | 100 | 36 | 46 | 16 | 2 |
Steel Floor Beam | linear ft. | 184 | 139 | 45 | 0 | 0 |
Steel Gusset Plate | each | 18 | 0 | 18 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 60 | 25 | 35 | 0 | 0 |
Bearings |
Movable Bearing | each | 2 | 0 | 2 | 0 | 0 |
Fixed Bearing | each | 2 | 0 | 2 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 207 | 0 | 182 | 25 | 0 |