SR-10 over QUITCHUPAH WASH
Map
Coordinates:
+38.87589, -111.2911138°52'33" N, 111°17'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-10 over QUITCHUPAH WASH |
Structure number: | 0F 414 |
Location: | 3.5 MILES SOUTH OF EMERY |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 92.5 ft. [28.2 m] |
Total length: | 95.1 ft. [29.0 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,415 [as of 2014] |
Truck traffic: | 65% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 66.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Good | Good | 3415 | 66.1 |
September 2016 | Good | Good | Good | Good | 3415 | 66.1 |
September 2014 | Good | Good | Good | Good | 3252 | 55.2 |
September 2012 | Good | Good | Good | Good | 1174 | 84.1 |
October 2011 | Good | Good | Very Good | Good | 1835 | 79.0 |
October 2009 | Good | Good | Very Good | Good | 1835 | 79.0 |
October 2007 | Good | Good | Very Good | Good | 520 | 89.2 |
October 2005 | Good | Good | Very Good | Very Good | 520 | 89.2 |
December 2003 | Good | Good | Very Good | Very Good | 535 | 89.0 |
September 1999 | Good | Good | Very Good | Very Good | 480 | 84.2 |
July 1997 | Good | Good | Very Good | Very Good | 415 | 84.9 |
October 1995 | Good | Good | Very Good | Very Good | 365 | 91.3 |
October 1993 | Good | Good | Very Good | Very Good | 365 | 91.3 |
November 1991 | Good | Good | Very Good | Very Good | 300 | 91.8 |
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. | 470 | 470 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,982 | 3,870 | 80 | 32 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 89 | 89 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 250 | 200 | 50 | 0 | 0 |