Share: 
COUNTY ROAD over SEVIER RIVER
Map
Coordinates:
+39.10511, -111.86744
39°06'18" N, 111°52'03" W
+39.10511, -111.86744
39°06'18" N, 111°52'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD over SEVIER RIVER |
| Structure number: | 039005F |
| Location: | 4 MILES SW.OF CENTERFIELD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 67.9 ft. [20.7 m] |
| Total length: | 69.9 ft. [21.3 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
| Skew angle: | 10° |
| Owner: | County Highway Agency [02] |
| Year built: | 1977 |
| 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: | Tee beam [04] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 81 [as of 2010] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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: | 91.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Fair | Satisfactory | Satisfactory | Good | 81 | 91.2 |
| March 2016 | Fair | Satisfactory | Satisfactory | Good | 81 | 91.2 |
| March 2014 | Fair | Satisfactory | Satisfactory | Good | 81 | 76.4 |
| March 2012 | Fair | Satisfactory | Fair | Satisfactory | 81 | 84.0 |
| March 2010 | Good | Good | Good | Good | 81 | 96.0 |
| March 2008 | Good | Good | Good | Good | 65 | 96.0 |
| April 2006 | Good | Good | Good | Good | 65 | 98.0 |
| April 2004 | Good | Good | Good | Good | 65 | 98.0 |
| May 2002 | Good | Good | Good | Good | 65 | 98.0 |
| March 2000 | Good | Good | Good | Good | 65 | 93.0 |
| April 1998 | Good | Good | Good | Good | 65 | 93.0 |
| April 1996 | Good | Good | Good | Good | 65 | 93.0 |
| August 1994 | Fair | Good | Good | Satisfactory | 60 | 98.0 |
| September 1992 | Fair | Good | Good | Fair | 60 | 86.0 |
| July 1990 | Fair | Good | Very Good | Fair | 60 | 86.0 |
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. | 340 | 320 | 8 | 12 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 1,924 | 1,894 | 30 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 47 | 47 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 140 | 70 | 70 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569422
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569422