SH 34 over TROUT CREEK
Map
Coordinates:
+42.40800, -111.7253942°24'29" N, 111°43'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 34 over TROUT CREEK |
Structure number: | 000000000014010 |
Location: | 11.9 S. GRACE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 46.3 ft. [14.1 m] |
Deck width edge-to-edge: | 47.9 ft. [14.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 750 [as of 2016] |
Truck traffic: | 17% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 83.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Fair | Fair | Fair | 750 | 83.0 |
July 2016 | Fair | Fair | Fair | Fair | 750 | 84.5 |
July 2014 | Fair | Fair | Fair | Fair | 750 | 84.5 |
July 2012 | Fair | Fair | Fair | Fair | 750 | 83.0 |
July 2011 | Fair | Fair | Fair | Fair | 750 | 83.0 |
July 2010 | Fair | Fair | Fair | Fair | 750 | 83.0 |
July 2009 | Fair | Fair | Fair | Fair | 730 | 83.0 |
July 2008 | Fair | Fair | Fair | Fair | 730 | 83.0 |
July 2007 | Fair | Fair | Satisfactory | Fair | 780 | 83.0 |
July 2006 | Fair | Fair | Satisfactory | Fair | 780 | 83.0 |
July 2005 | Fair | Fair | Satisfactory | Fair | 760 | 83.0 |
July 2004 | Fair | Fair | Satisfactory | Fair | 760 | 83.0 |
July 2003 | Fair | Satisfactory | Satisfactory | Fair | 850 | 84.0 |
November 2002 | Fair | Satisfactory | Satisfactory | Fair | 850 | 84.0 |
November 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 650 | 93.2 |
November 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 650 | 93.2 |
November 1996 | Fair | Good | Good | Satisfactory | 660 | 94.6 |
November 1994 | Fair | Good | Good | Satisfactory | 660 | 94.6 |
November 1992 | Good | Good | Good | Good | 860 | 94.5 |
November 1990 | Good | Good | Good | Good | 860 | 94.5 |
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 Abutment | linear ft. | 144 | 108 | 4 | 32 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,245 | 981 | 0 | 264 | 0 |