I-84 (SR-84) over WEBER RIVER
Map
Coordinates:
+41.06343, -111.5469441°03'48" N, 111°32'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-84 (SR-84) over WEBER RIVER |
Structure number: | 0C 603 |
Location: | 0.3 MI.W.DEVILS SLIDE INT |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 133.9 ft. [40.8 m] |
Total length: | 138.5 ft. [42.2 m] |
Roadway width between curbs: | 112.9 ft. [34.4 m] |
Deck width edge-to-edge: | 123.7 ft. [37.7 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
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: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,760 [as of 2014] |
Truck traffic: | 53% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Good | Satisfactory | Good | 8760 | 81.0 |
July 2015 | Fair | Good | Satisfactory | Good | 8760 | 81.0 |
July 2013 | Fair | Good | Satisfactory | Good | 8347 | 76.0 |
July 2011 | Good | Good | Good | Good | 9290 | 79.6 |
July 2009 | Good | Good | Good | Good | 10065 | 79.6 |
October 2007 | Good | Good | Good | Good | 8945 | 79.6 |
October 2005 | Good | Good | Good | Good | 8945 | 79.6 |
July 2003 | Good | Good | Good | Good | 10205 | 79.6 |
July 1999 | Good | Good | Good | Good | 9302 | 79.5 |
July 1997 | Good | Good | Good | Very Good | 7870 | 79.5 |
September 1995 | Good | Good | Good | Very Good | 6995 | 79.6 |
September 1993 | Good | Good | Good | Very Good | 6230 | 79.6 |
September 1991 | Good | Good | Good | Very Good | 6100 | 79.6 |
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. | 2,153 | 1,884 | 269 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 16,675 | 16,675 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 273 | 271 | 2 | 0 | 0 |
Bearings |
Movable Bearing | each | 16 | 0 | 16 | 0 | 0 |
Fixed Bearing | each | 16 | 0 | 16 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 540 | 34 | 320 | 186 | 0 |