COUNTY ROAD over BEAVER RIVER
Map
Coordinates:
+38.25097, -112.7136738°15'03" N, 112°42'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over BEAVER RIVER |
Structure number: | 001005F |
Location: | 0.5 MILE S. OF GREENVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 37.4 ft. [11.4 m] |
Roadway width between curbs: | 17.7 ft. [5.4 m] |
Deck width edge-to-edge: | 19.7 ft. [6.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1985 |
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: | Other [9] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [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] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 86.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 50 | 86.6 |
March 2016 | Good | Good | Good | Good | 50 | 86.6 |
March 2014 | Good | Good | Good | Good | 50 | 87.6 |
March 2012 | Good | Good | Very Good | Good | 50 | 98.0 |
March 2010 | Good | Good | Very Good | Good | 50 | 98.0 |
March 2008 | Good | Good | Very Good | Good | 40 | 98.0 |
April 2006 | Good | Good | Good | Good | 40 | 98.0 |
April 2004 | Good | Good | Good | Good | 40 | 98.0 |
May 2002 | Good | Good | Good | Good | 40 | 98.0 |
April 2000 | Good | Good | Good | Good | 40 | 93.0 |
April 1998 | Good | Good | Good | Good | 33 | 93.0 |
April 1996 | Good | Very Good | Very Good | Very Good | 33 | 93.0 |
June 1994 | Good | Very Good | Very Good | Very Good | 30 | 90.5 |
May 1992 | Good | Very Good | Very Good | Very Good | 30 | 90.5 |
May 1990 | Good | Very Good | Very Good | Very Good | 30 | 90.5 |
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. | 113 | 113 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 741 | 726 | 15 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 39 | 39 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 75 | 75 | 0 | 0 | 0 |