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USH 12/18 EB-USH 1 over USH 14/151

Map

Coordinates:
+43.03588, -89.39418
43°02'09" N, 89°23'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 12/18 EB-USH 1 over USH 14/151
Structure number:B13001600000000
Location:3.3M E JCT USH 18 TO W
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:77.1 ft. [23.5 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:68.6 ft. [20.9 m]
Deck width edge-to-edge:71.5 ft. [21.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1951
Year reconstructed:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:61,102 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 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: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
September 2016FairGoodSatisfactorySatisfactory6110299.0
September 2014FairGoodSatisfactorySatisfactory6110299.0
September 2012FairGoodSatisfactoryGood6110299.0
September 2010FairGoodSatisfactoryGood6110296.1
September 2008FairGoodSatisfactoryGood5370096.5
September 2006FairGoodSatisfactoryVery Good11665590.3
September 2004FairGoodSatisfactoryVery Good11665590.3
September 2002GoodGoodVery GoodVery Good11665590.3
September 2001GoodGoodVery GoodVery Good9960086.2
November 1999GoodVery GoodGoodVery Good9960084.2
August 1998GoodVery GoodGoodVery Good9960084.2
October 1997GoodVery GoodGoodVery Good9960084.2
December 1996GoodVery GoodVery GoodVery Good9960084.2
October 1995GoodVery GoodVery GoodVery Good9820090.6
December 1994GoodVery GoodVery GoodVery Good9820090.6
December 1993GoodVery GoodVery GoodVery Good2620096.0
October 1992GoodVery GoodVery GoodVery Good2620096.0
March 1991GoodVery GoodVery GoodVery Good2620096.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,8604651,39500
Steel Protective Coatingsq. ft.17,60015,600002,000
Deck
Reinforced Concrete Decksq. ft.11,27010,74651860
Wearing Surfacessq. ft.10,91910,66125800
Substructure
Reinforced Concrete Columneach62310
Reinforced Concrete Abutmentlinear ft.143489500
Reinforced Concrete Pier Caplinear ft.6865300
Joints
Strip Seal Jointlinear ft.137001370
Bearings
Movable Bearingeach2461800
Fixed Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3162566000