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USH 18 WB-USH 151 over STH 69

Map

Coordinates:
+42.97478, -89.54544
42°58'29" N, 89°32'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 18 WB-USH 151 over STH 69
Structure number:B13040800000000
Location:1.2M W JCT CTH M
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:96.1 ft. [29.3 m]
Total length:191.0 ft. [58.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1994
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,700 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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:99.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodVery GoodGoodGood1070099.0
May 2014GoodVery GoodGoodGood1070099.0
May 2012GoodVery GoodVery GoodGood1070099.0
May 2010GoodVery GoodVery GoodGood1070099.0
May 2008GoodVery GoodVery GoodGood930099.0
May 2006GoodVery GoodVery GoodGood1490099.0
May 2004GoodVery GoodVery GoodVery Good1490099.0
May 2002GoodVery GoodVery GoodVery Good1490099.0
November 2000GoodVery GoodVery GoodVery Good1490098.0
October 1999GoodVery GoodVery GoodVery Good1490098.0
April 1998GoodVery GoodVery GoodVery Good1490098.0
April 1997GoodVery GoodVery GoodVery Good1490098.0
June 1996GoodVery GoodVery GoodVery Good1490098.0
August 1995GoodExcellentExcellentVery Good-100.0
December 1994-----100.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.935935000
Deck
Reinforced Concrete Decksq. ft.8,0527,9866600
Wearing Surfacessq. ft.7,6327,6171500
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.95801500
Reinforced Concrete Pier Caplinear ft.4236600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3803552500