TOWN STREET over SEVIER RIVER
Map
Coordinates:
+38.17919, -112.2565438°10'45" N, 112°15'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TOWN STREET over SEVIER RIVER |
Structure number: | 031005C |
Location: | 400 NO.ST. IN CIRCLEVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 72.2 ft. [22.0 m] |
Total length: | 74.5 ft. [22.7 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Skew angle: | 30° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1999 |
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: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 38 [as of 2010] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Very Good | Good | 38 | 100.0 |
May 2016 | Good | Good | Very Good | Good | 38 | 100.0 |
May 2014 | Good | Good | Very Good | Very Good | 38 | 95.0 |
May 2012 | Good | Very Good | Very Good | Very Good | 38 | 95.0 |
May 2010 | Good | Very Good | Very Good | Very Good | 38 | 92.0 |
August 2008 | Good | Very Good | Very Good | Very Good | 38 | 92.0 |
June 2006 | Good | Very Good | Very Good | Very Good | 30 | 92.0 |
May 2004 | Good | Very Good | Very Good | Very Good | 30 | 92.0 |
June 2002 | Good | Very Good | Very Good | Very Good | 30 | 92.0 |
June 2000 | Good | Very Good | Very Good | Very Good | 30 | 92.0 |
November 1999 | Good | Very Good | Very Good | Very Good | 30 | 92.0 |
June 1998 | Poor | Good | Poor | Serious | 30 | 31.9 |
June 1996 | Poor | Good | Poor | Serious | 30 | 31.9 |
May 1994 | Poor | Good | Fair | Serious | 30 | 31.9 |
September 1992 | Poor | Good | Fair | Serious | 25 | 27.9 |
July 1990 | Poor | Good | Fair | Serious | 25 | 27.9 |
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 |
Steel Girder/Beam | linear ft. | 440 | 440 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,619 | 2,540 | 79 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 82 | 24 | 58 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 149 | 148 | 1 | 0 | 0 |