I090 E over 173 AVE (FAS 6110)


+44.10327, -102.58818
44°06'12" N, 102°35'17" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I090 E over 173 AVE (FAS 6110)
Structure number:000000052730286
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:55.1 ft. [16.8 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1960
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,040 [as of 2017]
Truck traffic:23% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:58.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$780,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairFairSatisfactory404058.4
July 2015FairGoodSatisfactorySatisfactory365070.5
July 2013FairGoodSatisfactorySatisfactory360070.5
July 2011FairGoodSatisfactorySatisfactory378570.5
July 2009FairFairSatisfactorySatisfactory369569.5
July 2007FairFairSatisfactorySatisfactory365069.5
September 2005FairSatisfactorySatisfactorySatisfactory341070.2
September 2003FairGoodGoodSatisfactory364070.2
July 2002FairGoodGoodSatisfactory381070.2
November 2000FairSatisfactoryGoodSatisfactory355069.3
November 1998FairFairSatisfactorySatisfactory368569.3
November 1996FairGoodSatisfactorySatisfactory405071.2
November 1994FairGoodSatisfactorySatisfactory373071.1
November 1992FairGoodSatisfactorySatisfactory210072.5
November 1990FairGoodSatisfactoryGood316566.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Columneach20200
Reinforced Concrete Abutmentlinear ft.100742600
Reinforced Concrete Pier Caplinear ft.6969000
Strip Seal Jointlinear ft.6464000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3162358100
Reinforced Concrete Slabsq. ft.5,4252,8612,544200
Wearing Surfacessq. ft.9,4808,1991,263018