IH 39 NB/90 WB over DOOR CREEK


+43.01511, -89.23665
43°00'54" N, 89°14'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IH 39 NB/90 WB over DOOR CREEK
Structure number:B13016100000000
Location:2.3M W JCT CTH N TO E
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:83.0 ft. [25.3 m]
Total length:89.2 ft. [27.2 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span 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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,600 [as of 2013]
Truck traffic:15% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
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:97.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairGoodSatisfactoryGood2460097.3
February 2014FairVery GoodSatisfactoryGood2460096.2
February 2012FairVery GoodSatisfactoryGood2460096.9
February 2010GoodVery GoodGoodGood2460096.9
February 2008GoodVery GoodGoodGood2460096.9
February 2006GoodVery GoodGoodGood3780096.2
August 2003FairFairGoodGood3780093.5
July 2001FairFairGoodGood3780093.5
September 1999FairFairGoodGood3780093.5
June 1998FairSatisfactoryGoodGood3780094.5
September 1997FairSatisfactoryVery GoodVery Good3780094.5
September 1996FairSatisfactoryVery GoodVery Good3780094.5
August 1995FairSatisfactoryVery GoodVery Good3780094.9
December 1994FairSatisfactoryVery GoodVery Good3780094.9
September 1993FairSatisfactoryVery GoodVery Good1310094.9
May 1992FairFairVery GoodVery Good1310093.9
July 1991FairFairVery GoodVery Good1310093.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.67220047200
Steel Protective Coatingsq. ft.9,6438,1971,44600
Reinforced Concrete Decksq. ft.5,7185,718000
Wearing Surfacessq. ft.5,5305,41911010
Reinforced Concrete Abutmentlinear ft.1431301210
Strip Seal Jointlinear ft.124062620
Elastomeric Bearingeach80800
Fixed Bearingeach80530
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1731621010