COUNTY ROAD over BEAR RIVER
Map
Coordinates:
+41.69647, -111.1174541°41'47" N, 111°07'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over BEAR RIVER |
Structure number: | 033016C |
Location: | 5 MILES NE. OF RANDOLPH |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 18.7 ft. [5.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1947 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans 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: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 63 [as of 2010] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry 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 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 condition. [5] |
Sufficiency rating: | 32.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Good | Satisfactory | Poor | 63 | 32.7 |
May 2016 | Poor | Good | Satisfactory | Poor | 63 | 32.7 |
May 2014 | Poor | Good | Satisfactory | Poor | 63 | 36.6 |
May 2012 | Poor | Good | Satisfactory | Poor | 63 | 36.6 |
May 2010 | Poor | Good | Satisfactory | Poor | 63 | 36.6 |
July 2009 | Poor | Good | Satisfactory | Poor | 63 | 36.6 |
May 2008 | Fair | Good | Satisfactory | Fair | 63 | 49.7 |
September 2007 | Fair | Good | Satisfactory | Fair | 50 | 49.7 |
August 2006 | Poor | Satisfactory | Good | Poor | 50 | 36.6 |
October 2004 | Poor | Satisfactory | Good | Poor | 50 | 36.6 |
July 2002 | Poor | Satisfactory | Good | Poor | 50 | 36.6 |
August 2000 | Poor | Good | Good | Poor | 50 | 36.6 |
August 1998 | Poor | Good | Good | Poor | 50 | 36.6 |
August 1996 | Poor | Good | Good | Poor | 50 | 36.6 |
July 1994 | Poor | Good | Good | Poor | 50 | 36.6 |
July 1992 | Poor | Good | Good | Poor | 50 | 35.6 |
August 1990 | Poor | Good | Good | Poor | 50 | 35.6 |
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. | 322 | 161 | 161 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,018 | 1,811 | 1,207 | 0 | 0 |
Superstructure |
Steel Pin or Pin & Hangar Assembly | each | 4 | 0 | 4 | 0 | 0 |
Substructure |
Timber Column | each | 20 | 0 | 18 | 2 | 0 |
Timber Abutment | linear ft. | 52 | 29 | 20 | 3 | 0 |
Timber Pier Cap | linear ft. | 36 | 10 | 12 | 14 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 37 | 0 | 37 | 0 | 0 |
Bearings |
Fixed Bearing | each | 8 | 0 | 8 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 300 | 0 | 300 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 24 | 24 | 0 | 0 | 0 |