TOWN STREET over EAST FORK VIRGIN RIVER
Map
Coordinates:
+37.31833, -112.6011137°19'06" N, 112°36'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TOWN STREET over EAST FORK VIRGIN RIVER |
Structure number: | 025008C |
Location: | CENTER STREET IN GLENDALE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 63.0 ft. [19.2 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 17.1 ft. [5.2 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1925 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Steel plate (includes orthotropic) [5] |
Wearing surface: | Other [9] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, posting recommended but not legally implemented [B] |
Average daily traffic: | 32 [as of 2008] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 conditions; field review indicates action is required. [4] |
Sufficiency rating: | 31.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Good | Fair | Fair | 32 | 31.6 |
February 2016 | Fair | Very Good | Fair | Fair | 32 | 31.6 |
February 2014 | Poor | Poor | Fair | Fair | 32 | 42.9 |
February 2012 | Poor | Poor | Fair | Poor | 32 | 26.9 |
August 2010 | Poor | Poor | Poor | Poor | 32 | 26.9 |
October 2007 | Poor | Poor | Poor | Poor | 32 | 26.9 |
February 2006 | Poor | Poor | Poor | Poor | 25 | 27.3 |
January 2004 | Poor | Poor | Poor | Poor | 25 | 27.3 |
March 2002 | Poor | Poor | Poor | Poor | 25 | 27.3 |
January 2000 | Poor | Poor | Poor | Poor | 25 | 24.5 |
January 1998 | Poor | Poor | Poor | Poor | 25 | 24.5 |
February 1996 | Poor | Poor | Poor | Poor | 25 | 28.6 |
March 1994 | Poor | Poor | Poor | Poor | 25 | 28.6 |
April 1992 | Poor | Satisfactory | Satisfactory | Poor | 25 | 31.7 |
May 1990 | Poor | Fair | Satisfactory | Poor | 25 | 30.7 |
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 Stringer | linear ft. | 504 | 0 | 503 | 1 | 0 |
Steel Truss | linear ft. | 126 | 0 | 96 | 30 | 0 |
Steel Floor Beam | linear ft. | 128 | 2 | 126 | 0 | 0 |
Steel Gusset Plate | each | 14 | 0 | 14 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 131 | 131 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 126 | 0 | 120 | 6 | 0 |
Deck |
Other Material Deck | sq. ft. | 964 | 964 | 0 | 0 | 0 |