I-84 (SR-84) EBL over SR-167, INT. X-ROAD
Map
Coordinates:
+41.13815, -111.8289241°08'17" N, 111°49'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-84 (SR-84) EBL over SR-167, INT. X-ROAD |
Structure number: | 2D 751 |
Location: | MOUNTAIN GREEN INTERCHG. |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 109.9 ft. [33.5 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Year reconstructed: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,585 [as of 2014] |
Truck traffic: | 42% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 90.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Good | 19585 | 90.5 |
July 2015 | Fair | Satisfactory | Satisfactory | Good | 19585 | 90.5 |
July 2013 | Fair | Satisfactory | Satisfactory | Good | 9340 | 95.4 |
July 2011 | Fair | Satisfactory | Satisfactory | Good | 7673 | 90.7 |
July 2009 | Fair | Fair | Satisfactory | Good | 7673 | 94.6 |
October 2007 | Fair | Satisfactory | Satisfactory | Good | 6155 | 95.7 |
November 2005 | Fair | Satisfactory | Satisfactory | Good | 6155 | 95.7 |
July 2003 | Fair | Satisfactory | Satisfactory | Good | 6263 | 95.7 |
July 1999 | Fair | Satisfactory | Satisfactory | Good | 6578 | 90.7 |
July 1997 | Fair | Satisfactory | Satisfactory | Good | 4493 | 90.8 |
September 1995 | Fair | Satisfactory | Satisfactory | Good | 4555 | 93.6 |
October 1993 | Fair | Satisfactory | Satisfactory | Good | 3562 | 93.7 |
October 1991 | Good | Good | Good | Good | 3220 | 93.7 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 498 | 474 | 24 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,515 | 3,974 | 451 | 90 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 0 | 6 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 82 | 74 | 8 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 73 | 73 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 265 | 133 | 132 | 0 | 0 |