US-6 (SR-6) over SR-55
Map
Coordinates:
+39.58726, -110.7893139°35'14" N, 110°47'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-6 (SR-6) over SR-55 |
Structure number: | 0F 501 |
Location: | AT THE EAST PRICE INTCHG |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 109.3 ft. [33.3 m] |
Total length: | 112.2 ft. [34.2 m] |
Roadway width between curbs: | 58.7 ft. [17.9 m] |
Deck width edge-to-edge: | 71.2 ft. [21.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
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: | Prestressed concrete [5] |
Main span 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: | 11,945 [as of 2014] |
Truck traffic: | 27% of total traffic |
Deck condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 93.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 11945 | 93.4 |
September 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 11945 | 93.4 |
September 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 11485 | 93.5 |
September 2011 | Fair | Satisfactory | Good | Good | 10255 | 94.5 |
September 2009 | Fair | Satisfactory | Good | Good | 10255 | 94.5 |
November 2007 | Fair | Satisfactory | Good | Good | 13575 | 94.1 |
October 2005 | Fair | Satisfactory | Good | Good | 13575 | 94.1 |
December 2003 | Fair | Satisfactory | Good | Good | 16755 | 93.6 |
September 1999 | Fair | Satisfactory | Good | Good | 15605 | 90.6 |
July 1997 | Fair | Satisfactory | Good | Good | 14900 | 90.7 |
October 1995 | Fair | Satisfactory | Good | Good | 10280 | 96.4 |
October 1993 | Fair | Satisfactory | Good | Good | 9140 | 96.6 |
January 1992 | Good | Good | Very Good | Good | 7605 | 96.8 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 775 | 694 | 78 | 3 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,961 | 7,111 | 850 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 138 | 123 | 15 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 288 | 231 | 57 | 0 | 0 |