US-6 (SR-6) over PRICE CANYON SLIDE AREA
Map
Coordinates:
+39.81586, -110.9387839°48'57" N, 110°56'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-6 (SR-6) over PRICE CANYON SLIDE AREA |
Structure number: | 0D 808 |
Location: | 11 MI EAST SOLDIER SUMMIT |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 407.8 ft. [124.3 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
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: | 16 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,085 [as of 2014] |
Truck traffic: | 46% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 90.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 6085 | 90.8 |
August 2015 | Good | Good | Good | Good | 6085 | 88.8 |
August 2013 | Good | Good | Good | Good | 6181 | 62.0 |
August 2011 | Good | Good | Good | Good | 6450 | 83.3 |
August 2009 | Good | Good | Good | Good | 6450 | 83.6 |
November 2007 | Good | Good | Good | Good | 6690 | 83.5 |
November 2005 | Good | Good | Good | Good | 6690 | 90.9 |
November 2003 | Good | Good | Good | Good | 6207 | 91.3 |
August 1999 | Good | Good | Good | Good | 6025 | 88.2 |
August 1997 | Good | Good | Good | Good | 5770 | 87.3 |
July 1995 | Good | Good | Good | Good | 5205 | 87.7 |
September 1993 | Good | Good | Good | Good | 4530 | 89.3 |
January 1992 | Fair | Good | Very Good | Satisfactory | 4380 | 94.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 30 | 30 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 72 | 69 | 3 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 525 | 525 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 440 | 250 | 190 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 14,677 | 14,568 | 97 | 12 | 0 |