COUNTY ROAD over UINTAH RIVER
Map
Coordinates:
+40.23292, -109.8024740°13'59" N, 109°48'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over UINTAH RIVER |
Structure number: | 047028F |
Location: | 0.5 MILE E. OF RANDLETT |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 109.9 ft. [33.5 m] |
Total length: | 112.5 ft. [34.3 m] |
Roadway width between curbs: | 38.7 ft. [11.8 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 1982 |
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: | 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: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 838 [as of 2010] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 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: | 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Very Good | Good | 838 | 100.0 |
April 2016 | Good | Good | Very Good | Very Good | 838 | 99.0 |
April 2014 | Good | Good | Very Good | Very Good | 838 | 97.3 |
April 2012 | Good | Good | Very Good | Very Good | 838 | 97.3 |
March 2010 | Good | Good | Very Good | Very Good | 838 | 97.3 |
May 2008 | Good | Good | Very Good | Very Good | 838 | 97.3 |
July 2006 | Good | Good | Very Good | Very Good | 665 | 97.6 |
July 2004 | Good | Good | Very Good | Very Good | 665 | 97.6 |
May 2002 | Good | Good | Very Good | Very Good | 665 | 97.6 |
April 2000 | Good | Good | Very Good | Very Good | 665 | 92.5 |
April 1998 | Good | Good | Very Good | Very Good | 665 | 92.5 |
May 1996 | Good | Good | Very Good | Very Good | 665 | 92.5 |
April 1994 | Good | Good | Very Good | Very Good | 665 | 97.6 |
March 1992 | Good | Good | Very Good | Very Good | 615 | 97.7 |
August 1990 | Good | Good | Good | Good | 570 | 97.8 |
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. | 668 | 668 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,724 | 0 | 4,724 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 89 | 48 | 41 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 325 | 315 | 10 | 0 | 0 |