COUNTY ROAD over UTAH RAILWAY
Map
Coordinates:
+39.52900, -110.9984739°31'44" N, 110°59'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over UTAH RAILWAY |
Structure number: | 007014F |
Location: | NEAR WATTIS COAL MINE |
Purpose: | Carries highway over railroad |
Route classification: | Local (Rural) [09] |
Length of largest span: | 88.9 ft. [27.1 m] |
Total length: | 181.1 ft. [55.2 m] |
Roadway width between curbs: | 31.2 ft. [9.5 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1986 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 718 [as of 2010] |
Truck traffic: | 80% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 69.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Very Good | Satisfactory | 718 | 69.4 |
June 2016 | Fair | Satisfactory | Very Good | Satisfactory | 718 | 69.4 |
June 2014 | Fair | Satisfactory | Very Good | Satisfactory | 718 | 69.4 |
June 2012 | Fair | Satisfactory | Very Good | Fair | 718 | 74.2 |
June 2010 | Fair | Satisfactory | Very Good | Fair | 718 | 74.2 |
June 2008 | Fair | Good | Very Good | Fair | 718 | 74.2 |
August 2006 | Fair | Good | Very Good | Fair | 570 | 75.8 |
August 2004 | Fair | Good | Very Good | Fair | 570 | 75.8 |
October 2002 | Fair | Good | Very Good | Fair | 570 | 75.8 |
August 2000 | Fair | Good | Very Good | Fair | 570 | 70.4 |
September 1998 | Fair | Good | Very Good | Satisfactory | 570 | 82.3 |
August 1996 | Fair | Good | Very Good | Satisfactory | 570 | 82.3 |
September 1994 | Fair | Good | Very Good | Satisfactory | 570 | 88.7 |
September 1992 | Fair | Good | Very Good | Satisfactory | 570 | 88.7 |
August 1990 | Good | Good | Very Good | Very Good | 570 | 89.7 |
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. | 890 | 890 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,244 | 4,433 | 1,811 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 69 | 0 | 67 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 36 | 36 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 462 | 276 | 185 | 1 | 0 |