+46.40432, -91.05108
46°24'16" N, 91°03'04" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 63 over BIBON CREEK
Structure number:B04005200000000
Location:4.2M N JCT CTH D
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:46.9 ft. [14.3 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
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:2,100 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Good [7 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: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: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 the assessed or calculated scour condition. [8]
Sufficiency rating:94.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodGoodGoodGood210094.2
May 2014GoodGoodGoodGood210094.2
May 2012GoodGoodGoodGood270092.8
May 2010GoodGoodVery GoodGood180080.0
May 2008GoodGoodVery GoodGood180080.0
May 2006GoodGoodVery GoodGood237079.0
July 2004GoodVery GoodVery GoodGood237079.0
June 2003GoodVery GoodVery GoodGood237079.0
July 2001GoodVery GoodVery GoodGood230079.0
December 1999GoodVery GoodVery GoodVery Good170080.3
September 1998GoodVery GoodVery GoodVery Good170080.3
July 1997GoodVery GoodVery GoodVery Good170080.3
September 1996GoodVery GoodVery GoodVery Good154081.6
May 1995GoodVery GoodExcellentExcellent154083.6
July 1994GoodVery GoodExcellentExcellent154083.6
November 1993GoodVery GoodExcellentExcellent154083.6
March 1992GoodVery GoodExcellentExcellent175082.0
November 1990GoodVery GoodExcellentExcellent175082.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.7572030
Pourable Jointlinear ft.4904900
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9591040
Reinforced Concrete Slabsq. ft.1,8451,845000