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USH 12/18 WB BELTL over CTH MC (JOHN NOLEN DR.)

Map

Coordinates:
+43.04332, -89.36989
43°02'36" N, 89°22'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 12/18 WB BELTL over CTH MC (JOHN NOLEN DR.)
Structure number:B13019500000000
Location:2.4M W CTH BB (MONONA DR.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:44.0 ft. [13.4 m]
Total length:155.5 ft. [47.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1989
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:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:54,200 [as of 2015]
Truck traffic:9% 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:Equal to present minimum criteria [6]
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:90.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$966,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood5420090.0
October 2015GoodGoodGoodGood5420090.0
October 2013GoodGoodGoodGood5420090.0
October 2011GoodGoodGoodGood5420090.0
October 2009GoodGoodGoodGood5420087.0
October 2007GoodGoodGoodGood5420087.0
October 2005GoodGoodGoodGood9720087.0
October 2003GoodGoodGoodGood9720087.0
October 2001GoodGoodGoodGood9720087.0
November 1999GoodGoodGoodGood9720085.0
August 1998GoodGoodGoodGood9720085.0
October 1997GoodVery GoodVery GoodVery Good9720085.0
December 1996GoodVery GoodVery GoodVery Good9720085.0
November 1995GoodVery GoodVery GoodVery Good9720091.0
December 1994GoodVery GoodVery GoodVery Good9720091.0
December 1993GoodVery GoodVery GoodVery Good2314091.0
October 1992GoodGoodVery GoodVery Good2314091.0
February 1991GoodGoodVery GoodVery Good2314091.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach1512300
Reinforced Concrete Abutmentlinear ft.150756960
Reinforced Concrete Pier Caplinear ft.166166000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3503251690
Deck
Reinforced Concrete Slabsq. ft.9,0508,72432600
Wearing Surfacessq. ft.8,7088,40330500