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USH 12 EB-USH 18 E over USH 51

Map

Coordinates:
+43.04579, -89.30722
43°02'45" N, 89°18'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 12 EB-USH 18 E over USH 51
Structure number:B13032100000000
Location:3.2 MI. E OF JOHN NOLEN (
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:101.1 ft. [30.8 m]
Total length:192.6 ft. [58.7 m]
Roadway width between curbs:56.4 ft. [17.2 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1988
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,600 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:96.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,177,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryGoodSatisfactory3760096.0
October 2015GoodGoodGoodGood3760096.0
October 2013GoodGoodGoodGood3050096.0
October 2011GoodVery GoodVery GoodVery Good3050096.0
October 2009GoodVery GoodVery GoodVery Good2920096.0
October 2007GoodVery GoodVery GoodVery Good2920096.0
October 2005GoodVery GoodVery GoodVery Good3472096.0
August 2003GoodGoodGoodVery Good3472096.0
August 2001GoodGoodVery GoodVery Good3830096.0
September 1999GoodGoodVery GoodVery Good3830096.0
August 1998GoodVery GoodVery GoodVery Good3830096.0
July 1997GoodVery GoodVery GoodVery Good3830096.0
June 1996GoodVery GoodVery GoodVery Good3830096.0
March 1995GoodVery GoodVery GoodVery Good38300100.0
February 1994GoodVery GoodVery GoodVery Good38300100.0
May 1993GoodVery GoodVery GoodVery Good49600100.0
February 1992GoodVery GoodVery GoodVery Good49600100.0
January 1991GoodVery GoodVery GoodVery Good49600100.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,3251,325000
Deck
Reinforced Concrete Decksq. ft.11,32511,22510000
Substructure
Reinforced Concrete Columneach42200
Reinforced Concrete Pier Walllinear ft.55451000
Reinforced Concrete Abutmentlinear ft.124114820
Reinforced Concrete Pier Caplinear ft.5858000
Joints
Strip Seal Jointlinear ft.117011700
Bearings
Elastomeric Bearingeach1414000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4233962430