TOWN STREET over EAST FORK SEVIER RIVER
Map
Coordinates:
+38.21581, -112.1829138°12'57" N, 112°10'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TOWN STREET over EAST FORK SEVIER RIVER |
Structure number: | 031007F |
Location: | NORTH SIDE OF KINGSTON |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 41.3 ft. [12.6 m] |
Total length: | 43.6 ft. [13.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Skew angle: | 22° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1996 |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 32 [as of 2010] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Good | Satisfactory | 32 | 92.7 |
May 2016 | Good | Very Good | Very Good | Good | 32 | 92.7 |
May 2014 | Good | Very Good | Very Good | Good | 32 | 92.7 |
May 2012 | Good | Very Good | Very Good | Good | 32 | 92.7 |
May 2010 | Good | Very Good | Very Good | Very Good | 32 | 92.7 |
August 2008 | Good | Very Good | Very Good | Very Good | 32 | 92.7 |
June 2006 | Good | Very Good | Very Good | Very Good | 25 | 92.8 |
May 2004 | Good | Very Good | Very Good | Very Good | 25 | 92.8 |
June 2002 | Good | Very Good | Very Good | Very Good | 25 | 92.8 |
June 2000 | Good | Very Good | Very Good | Very Good | 25 | 87.8 |
June 1998 | Good | Very Good | Very Good | Very Good | 25 | 89.8 |
June 1996 | Good | Excellent | Excellent | Excellent | 25 | 89.8 |
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. | 213 | 213 | 0 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 1,185 | 1,181 | 4 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 59 | 47 | 12 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 87 | 78 | 9 | 0 | 0 |