I-84 (SR-84) EBL over 4400 SO. IN RIVERDALE
Map
Coordinates:
+41.18333, -112.0113941°10'60" N, 112°00'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-84 (SR-84) EBL over 4400 SO. IN RIVERDALE |
Structure number: | 2D 754 |
Location: | 4400 SO. RIVERDALE |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 39.4 ft. [12.0 m] |
Total length: | 101.1 ft. [30.8 m] |
Roadway width between curbs: | 36.4 ft. [11.1 m] |
Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
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: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,120 [as of 2014] |
Truck traffic: | 27% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 89.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Good | 18120 | 89.9 |
August 2015 | Fair | Satisfactory | Satisfactory | Good | 18120 | 90.0 |
August 2013 | Fair | Satisfactory | Satisfactory | Good | 8592 | 89.4 |
August 2011 | Fair | Satisfactory | Satisfactory | Good | 6063 | 92.7 |
June 2009 | Fair | Satisfactory | Satisfactory | Very Good | 6063 | 92.7 |
October 2007 | Fair | Satisfactory | Very Good | Very Good | 6063 | 92.7 |
October 2005 | Fair | Satisfactory | Very Good | Very Good | 6063 | 92.7 |
July 2003 | Good | Good | Very Good | Very Good | 6468 | 92.7 |
June 1999 | Good | Good | Very Good | Very Good | 6578 | 87.7 |
June 1997 | Good | Good | Very Good | Very Good | 3595 | 87.8 |
October 1995 | Good | Good | Very Good | Very Good | 2953 | 90.8 |
December 1993 | Fair | Satisfactory | Very Good | Very Good | 2537 | 90.8 |
October 1991 | Good | Good | Very Good | Very Good | 2175 | 90.8 |
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. | 566 | 566 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,960 | 3,535 | 400 | 25 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 2 | 0 | 4 | 0 |
Reinforced Concrete Abutment | linear ft. | 80 | 80 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 73 | 73 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 231 | 157 | 70 | 0 | 4 |