NORTH MAIN STREET over SPRING CANYON WASH
Map
Coordinates:
+39.69181, -110.8610639°41'31" N, 110°51'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NORTH MAIN STREET over SPRING CANYON WASH |
Structure number: | 007030D |
Location: | WEST HELPER |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 27.6 ft. [8.4 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Skew angle: | 34° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1922 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,386 [as of 2010] |
Truck traffic: | 2% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 72.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 1386 | 72.9 |
June 2016 | Good | Good | Good | Good | 1386 | 72.9 |
June 2014 | Good | Good | Good | Good | 1386 | 79.0 |
June 2012 | Fair | Satisfactory | Good | Satisfactory | 1386 | 79.0 |
July 2010 | Fair | Satisfactory | Good | Satisfactory | 1386 | 79.0 |
June 2008 | Fair | Satisfactory | Good | Satisfactory | 1386 | 79.0 |
August 2006 | Fair | Satisfactory | Good | Satisfactory | 1100 | 79.1 |
August 2004 | Fair | Satisfactory | Good | Satisfactory | 1100 | 79.1 |
August 2002 | Good | Good | Good | Good | 1100 | 79.1 |
August 2000 | Good | Good | Good | Good | 1100 | 77.8 |
August 1998 | Good | Good | Good | Good | 1100 | 77.8 |
August 1996 | Good | Good | Good | Good | 1100 | 77.8 |
September 1994 | Good | Good | Good | Good | 1100 | 78.7 |
September 1992 | Good | Good | Good | Good | 1050 | 78.7 |
August 1990 | Good | Good | Good | Good | 1050 | 78.7 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 246 | 236 | 10 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 729 | 729 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 64 | 62 | 0 | 2 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 55 | 0 | 51 | 0 | 4 |