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COUNTY ROAD over SEVIER RIVER
Map
Coordinates:
+38.21983, -112.20447
38°13'11" N, 112°12'16" W
+38.21983, -112.20447
38°13'11" N, 112°12'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD over SEVIER RIVER |
| Structure number: | 031006F |
| Location: | 1 MILE NW. OF KINGSTON |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 48.9 ft. [14.9 m] |
| Total length: | 50.9 ft. [15.5 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1976 |
| 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: May 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 95 [as of 2010] |
| 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: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 91.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Good | Good | Good | Good | 95 | 91.2 |
| May 2016 | Good | Good | Good | Good | 95 | 91.2 |
| May 2014 | Good | Good | Good | Good | 95 | 84.0 |
| May 2012 | Good | Good | Good | Good | 95 | 97.0 |
| May 2010 | Good | Good | Very Good | Very Good | 95 | 97.0 |
| August 2008 | Good | Good | Very Good | Very Good | 95 | 97.0 |
| June 2006 | Good | Good | Very Good | Very Good | 75 | 97.0 |
| May 2004 | Good | Good | Very Good | Very Good | 75 | 97.0 |
| June 2002 | Good | Good | Very Good | Very Good | 75 | 97.0 |
| June 2000 | Good | Good | Very Good | Very Good | 75 | 92.0 |
| June 1998 | Good | Good | Very Good | Very Good | 75 | 92.0 |
| June 1996 | Good | Good | Very Good | Very Good | 75 | 92.0 |
| May 1994 | Good | Good | Very Good | Very Good | 75 | 97.0 |
| September 1992 | Good | Good | Very Good | Very Good | 50 | 97.0 |
| July 1990 | Good | Good | Very Good | Very Good | 50 | 97.0 |
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. | 300 | 268 | 32 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 1,530 | 1,530 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 68 | 36 | 32 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 102 | 102 | 0 | 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/1569193
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569193