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I 90 over CNTY RD 113-FRYER CREEK

Map

Coordinates:
+45.75660, -110.13325
45°45'24" N, 110°07'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 90 over CNTY RD 113-FRYER CREEK
Structure number:I00090358+04802
Location:4.3M E SPRINGDALE
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:29.9 ft. [9.1 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,192 [as of 2016]
Truck traffic:17% of total traffic
Deck condition:Good [7 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:93.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairGoodGoodSatisfactory519293.7
September 2015FairGoodGoodSatisfactory841093.2
September 2013FairGoodGoodSatisfactory841093.6
September 2011FairGoodGoodSatisfactory841093.6
September 2009FairSatisfactoryGoodSatisfactory837093.6
September 2007GoodGoodGoodGood1031097.5
November 2005GoodGoodGoodGood963093.5
September 2003GoodGoodGoodGood791093.6
February 2002GoodGoodGoodGood791093.6
March 2000GoodGoodGoodGood740093.6
April 1998GoodGoodGoodGood705093.7
December 1995GoodGoodGoodGood667097.5
April 1994GoodGoodGoodGood654097.5
January 1992GoodGoodVery GoodGood623097.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.8981440
Reinforced Concrete Pier Caplinear ft.8585000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1571411600
Deck
Reinforced Concrete Slabsq. ft.3,2293,229000
Wearing Surfacessq. ft.3,2293,229000