I 90 EBL over STC 7325;ELM AVE.GS


+47.68367, -116.76014
47°41'01" N, 116°45'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 90 EBL over STC 7325;ELM AVE.GS
Structure number:000000000016865
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:45.9 ft. [14.0 m]
Total length:141.1 ft. [43.0 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,750 [as of 2016]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:90.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,590,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactorySatisfactorySatisfactory1175090.8
April 2014FairSatisfactorySatisfactorySatisfactory1050087.9
April 2012FairSatisfactorySatisfactorySatisfactory1000088.0
April 2010FairSatisfactorySatisfactorySatisfactory2100086.9
April 2008FairSatisfactorySatisfactorySatisfactory2100073.9
April 2006FairSatisfactorySatisfactorySatisfactory2100073.9
April 2004FairSatisfactorySatisfactorySatisfactory2100073.9
April 2002FairSatisfactorySatisfactorySatisfactory2100073.9
April 2000FairSatisfactorySatisfactorySatisfactory1800074.3
April 1998FairGoodSatisfactoryGood1800074.3
April 1996FairGoodSatisfactoryGood2300074.7
April 1994GoodGoodGoodGood2300076.7
April 1992GoodGoodGoodGood634078.3
April 1990GoodGoodGoodGood634075.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.8467687710
Reinforced Concrete Top Flangesq. ft.5,6415,53910200
Wearing Surfacessq. ft.5,3585,358000
Reinforced Concrete Columneach63210
Reinforced Concrete Abutmentlinear ft.95821300
Reinforced Concrete Pier Caplinear ft.92781400
Pourable Jointlinear ft.9191000
Elastomeric Bearingeach126600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.174171300
Steel Protective Coatingsq. ft.1,2001,200000