I-84 (SR-84) WBL over SR-66, INTCHG. X-ROAD
Map
Coordinates:
+41.04674, -111.6741841°02'48" N, 111°40'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-84 (SR-84) WBL over SR-66, INTCHG. X-ROAD |
Structure number: | 4D 662 |
Location: | WEST MORGAN INTERCHANGE |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 127.0 ft. [38.7 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 8° |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
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: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,655 [as of 2014] |
Truck traffic: | 41% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Good | Satisfactory | 11655 | 88.6 |
July 2015 | Fair | Satisfactory | Good | Good | 11655 | 88.6 |
July 2013 | Good | Good | Good | Good | 3828 | 76.8 |
July 2011 | Good | Good | Good | Good | 4245 | 94.0 |
July 2009 | Good | Good | Very Good | Good | 7008 | 94.0 |
October 2007 | Good | Good | Very Good | Good | 4163 | 94.0 |
November 2005 | Good | Good | Very Good | Good | 4163 | 94.0 |
July 2003 | Good | Good | Very Good | Good | 6233 | 94.0 |
July 1999 | Good | Good | Very Good | Good | 5920 | 89.0 |
July 1997 | Good | Good | Very Good | Good | 4683 | 89.0 |
September 1995 | Good | Good | Very Good | Good | 2995 | 93.0 |
September 1993 | Good | Good | Very Good | Good | 2670 | 93.0 |
October 1991 | Good | Very Good | Very Good | Very Good | 2455 | 93.0 |
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. | 743 | 742 | 0 | 1 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,057 | 4,852 | 160 | 45 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 4 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 89 | 71 | 16 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 81 | 81 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 18 | 11 | 7 | 0 | 0 |
Fixed Bearing | each | 6 | 4 | 2 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 290 | 0 | 290 | 0 | 0 |