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IH 90 EB-USH 51 SB over BR SAUNDERS CREEK

Map

Coordinates:
+42.88797, -89.07016
42°53'17" N, 89°04'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IH 90 EB-USH 51 SB over BR SAUNDERS CREEK
Structure number:B13020800000000
Location:2.6M E JCT USH 51 TO N
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:26.9 ft. [8.2 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Owner:State Highway Agency [01]
Year built:1961
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:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:29,100 [as of 2014]
Truck traffic:17% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:95.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactorySatisfactorySatisfactory2910095.1
September 2014FairSatisfactorySatisfactorySatisfactory2910095.1
September 2012FairSatisfactorySatisfactorySatisfactory2910093.5
September 2010FairSatisfactorySatisfactorySatisfactory2910093.5
September 2008FairSatisfactorySatisfactorySatisfactory2910093.5
September 2006FairSatisfactorySatisfactoryGood2797093.5
September 2004FairSatisfactorySatisfactoryGood2797093.5
February 2004GoodGoodGoodGood2797093.5
February 2002FairSatisfactoryGoodGood3660093.5
July 2000FairSatisfactoryGoodGood3660093.5
September 1999FairSatisfactoryGoodGood3660093.5
December 1998FairSatisfactorySatisfactoryGood3660093.5
October 1997FairSatisfactorySatisfactoryGood3660093.5
November 1996FairSatisfactorySatisfactoryGood3660093.5
August 1995FairSatisfactorySatisfactoryGood3660093.9
July 1994FairSatisfactorySatisfactoryGood3660093.9
September 1993FairSatisfactorySatisfactoryVery Good1162093.9
July 1992FairSatisfactorySatisfactoryVery Good1162093.9
November 1991FairSatisfactorySatisfactoryVery Good1162093.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Steel Columneach114700
Steel Protective Coatingsq. ft.2428877077
Reinforced Concrete Abutmentlinear ft.1401271300
Reinforced Concrete Pier Caplinear ft.5555000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.107674000
Deck
Reinforced Concrete Slabsq. ft.3,4113,070256850
Wearing Surfacessq. ft.3,2593,2481100