COUNTY ROAD over SEVIER RIVER
Map
Coordinates:
+38.19855, -112.2150438°11'55" N, 112°12'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over SEVIER RIVER |
Structure number: | 031012D |
Location: | 2 MILES SOUTH OF JUNCTION |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 52.2 ft. [15.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1936 |
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: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7 [as of 2010] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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 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: | 38.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Fair | Fair | Satisfactory | 7 | 38.8 |
May 2016 | Fair | Satisfactory | Satisfactory | Good | 7 | 39.8 |
May 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 7 | 39.8 |
May 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 7 | 39.8 |
May 2010 | Fair | Fair | Fair | Satisfactory | 7 | 38.8 |
August 2008 | Fair | Fair | Fair | Satisfactory | 7 | 38.8 |
October 2007 | Fair | Fair | Fair | Satisfactory | 5 | 38.8 |
June 2006 | Poor | Fair | Poor | Satisfactory | 5 | 38.8 |
May 2004 | Poor | Fair | Poor | Satisfactory | 5 | 38.8 |
June 2002 | Poor | Fair | Poor | Satisfactory | 5 | 38.8 |
June 2000 | Poor | Fair | Poor | Good | 10 | 33.6 |
June 1998 | Poor | Fair | Poor | Good | 10 | 33.6 |
April 1997 | Poor | Fair | Poor | Good | 10 | 33.6 |
May 1995 | Poor | Fair | Poor | Good | 1655 | 17.3 |
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. | 54 | 52 | 2 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 105 | 0 | 0 | 105 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,360 | 0 | 930 | 430 | 0 |