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IH 39/90 WB-USH 51 over BR SAUNDERS CREEK

Map

Coordinates:
+42.88804, -89.06961
42°53'17" N, 89°04'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IH 39/90 WB-USH 51 over BR SAUNDERS CREEK
Structure number:B13020900000000
Location:1.4M W JCT USH 51 TO S
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:26.9 ft. [8.2 m]
Total length:57.4 ft. [17.5 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:4.3 ft. [1.3 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 / HS 20 [5]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,600 [as of 2014]
Truck traffic:15% 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:96.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactorySatisfactoryGood2160096.3
September 2014GoodExcellentExcellentExcellent2160097.0
September 2013PoorPoorPoorSatisfactory2160067.0
September 2011PoorPoorFairSatisfactory2160083.0
September 2009PoorPoorFairSatisfactory2580079.5
September 2007PoorPoorFairGood2580079.5
September 2005GoodGoodGoodGood3660093.5
September 2003GoodGoodGoodGood3660093.5
September 2001FairSatisfactoryGoodGood3660093.5
September 1999FairSatisfactoryGoodGood3660093.5
December 1998FairSatisfactorySatisfactoryGood3660093.5
October 1997FairSatisfactorySatisfactoryGood3660093.5
November 1996FairSatisfactorySatisfactoryGood3660093.5
August 1995FairSatisfactorySatisfactoryGood3660093.9
July 1994FairSatisfactorySatisfactoryGood3660093.9
September 1993FairSatisfactorySatisfactoryVery Good1249093.9
July 1992FairSatisfactorySatisfactoryVery Good1249093.9
November 1991FairSatisfactorySatisfactoryVery Good1249093.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Steel Columneach70700
Steel Protective Coatingsq. ft.154077077
Reinforced Concrete Abutmentlinear ft.10498600
Reinforced Concrete Pier Caplinear ft.3838000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.108703620
Deck
Reinforced Concrete Slabsq. ft.2,4352,079326300
Wearing Surfacessq. ft.2,3032,18611700