US-6 (SR-6) over UNION PACIFIC RAILROAD
Map
Coordinates:
+39.52191, -110.5646039°31'19" N, 110°33'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-6 (SR-6) over UNION PACIFIC RAILROAD |
Structure number: | 0C 320 |
Location: | 0.5 MI. E. DRAGERTON JCT. |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 137.5 ft. [41.9 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 3° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
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: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,050 [as of 2014] |
Truck traffic: | 45% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
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: | 76.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Satisfactory | Satisfactory | 5050 | 76.0 |
September 2015 | Fair | Good | Satisfactory | Satisfactory | 5050 | 76.0 |
September 2013 | Fair | Good | Satisfactory | Satisfactory | 4651 | 78.0 |
September 2011 | Fair | Good | Satisfactory | Satisfactory | 4800 | 78.0 |
September 2009 | Fair | Good | Satisfactory | Satisfactory | 4800 | 78.0 |
November 2007 | Fair | Good | Satisfactory | Satisfactory | 4520 | 78.0 |
November 2005 | Fair | Good | Satisfactory | Satisfactory | 4520 | 76.0 |
December 2003 | Fair | Good | Satisfactory | Satisfactory | 4175 | 76.0 |
September 1999 | Fair | Good | Satisfactory | Satisfactory | 3880 | 72.0 |
July 1997 | Fair | Good | Satisfactory | Satisfactory | 3390 | 72.0 |
October 1995 | Fair | Good | Satisfactory | Satisfactory | 3300 | 77.0 |
October 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 2850 | 77.0 |
January 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 2655 | 77.0 |
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. | 802 | 722 | 80 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,511 | 5,335 | 165 | 11 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 5 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 82 | 75 | 5 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 76 | 19 | 45 | 12 | 0 |
Bearings |
Movable Bearing | each | 18 | 0 | 18 | 0 | 0 |
Fixed Bearing | each | 18 | 0 | 18 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 307 | 0 | 307 | 0 | 0 |