I-84 (SR-84) EBL over COTTONWOOD CREEK
Map
Coordinates:
+41.13778, -111.8038941°08'16" N, 111°48'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-84 (SR-84) EBL over COTTONWOOD CREEK |
Structure number: | 2F 97 |
Location: | 1.4 MI.EAST MT.GREEN INT. |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 66.9 ft. [20.4 m] |
Total length: | 70.9 ft. [21.6 m] |
Roadway width between curbs: | 36.4 ft. [11.1 m] |
Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
Skew angle: | 20° |
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] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,990 [as of 2014] |
Truck traffic: | 42% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 95.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Good | Good | 11990 | 95.8 |
July 2015 | Good | Good | Good | Good | 11990 | 95.8 |
July 2013 | Good | Good | Good | Good | 6374 | 95.3 |
July 2011 | Good | Good | Good | Good | 7673 | 97.6 |
July 2009 | Good | Good | Good | Good | 7673 | 97.6 |
October 2007 | Good | Very Good | Good | Good | 6155 | 97.7 |
November 2005 | Good | Very Good | Good | Good | 6155 | 97.7 |
July 2003 | Good | Very Good | Good | Good | 6263 | 96.7 |
July 1999 | Good | Very Good | Very Good | Good | 5945 | 91.7 |
July 1997 | Good | Very Good | Very Good | Good | 4493 | 91.8 |
September 1995 | Good | Very Good | Very Good | Good | 3995 | 96.7 |
December 1993 | Good | Very Good | Very Good | Good | 3562 | 96.7 |
October 1991 | Good | Very Good | Very Good | Very Good | 3530 | 96.7 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 341 | 334 | 7 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,760 | 2,700 | 60 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 84 | 84 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 10 | 9 | 1 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 199 | 0 | 199 | 0 | 0 |