COUNTY ROAD over WEBER RIVER
Map
Coordinates:
+41.03867, -111.6586441°02'19" N, 111°39'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over WEBER RIVER |
Structure number: | 029002C |
Location: | EAST OF MORGAN |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 63.7 ft. [19.4 m] |
Total length: | 65.0 ft. [19.8 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1925 |
Year reconstructed: | 1996 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Aluminum [7] |
Wearing surface: | Other [9] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 504 [as of 2010] |
Truck traffic: | 1% of total traffic |
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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 21.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Fair | Fair | 504 | 21.6 |
May 2016 | Fair | Good | Fair | Fair | 504 | 21.6 |
May 2014 | Poor | Good | Poor | Poor | 504 | 43.7 |
May 2012 | Poor | Good | Poor | Poor | 504 | 43.7 |
May 2010 | Poor | Good | Poor | Poor | 504 | 43.7 |
May 2008 | Poor | Good | Poor | Poor | 504 | 43.7 |
September 2007 | Poor | Good | Poor | Poor | 400 | 43.8 |
August 2006 | Poor | Good | Poor | Poor | 400 | 43.8 |
June 2004 | Poor | Good | Poor | Poor | 400 | 43.8 |
July 2002 | Poor | Good | Poor | Poor | 400 | 43.8 |
May 2000 | Poor | Good | Poor | Poor | 400 | 43.8 |
July 1998 | Poor | Good | Poor | Poor | 400 | 18.4 |
June 1996 | Poor | Good | Serious | Fair | 400 | 15.3 |
June 1994 | Poor | Poor | Serious | Fair | 400 | 13.2 |
July 1992 | Poor | Poor | Serious | Fair | 400 | 13.2 |
July 1990 | Poor | Poor | Serious | Fair | 400 | 13.2 |
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. | 195 | 0 | 183 | 12 | 0 |
Steel Truss | linear ft. | 130 | 0 | 49 | 80 | 1 |
Steel Floor Beam | linear ft. | 64 | 0 | 64 | 0 | 0 |
Steel Gusset Plate | each | 22 | 0 | 18 | 0 | 4 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 26 | 10 | 16 | 0 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 780 | 780 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 6 | 0 | 6 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 130 | 0 | 130 | 0 | 0 |