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LRD JOHN NOLEN DR over LAKE MONONA

Map

Coordinates:
+43.05989, -89.38544
43°03'36" N, 89°23'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD JOHN NOLEN DR over LAKE MONONA
Structure number:B13033200000000
Location:0.7M N JCT CTH MC
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:6.2 ft. [1.9 m]
Total length:110.6 ft. [33.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1975
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 [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:39,585 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:60.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$916,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairFairFairFair3958560.2
November 2014FairSatisfactoryFairSatisfactory3900061.5
December 2012FairGoodFairGood3900069.0
November 2010FairGoodSatisfactoryGood4255078.0
November 2008FairGoodSatisfactoryGood4300078.0
December 2006FairVery GoodSatisfactoryGood4300078.0
December 2004FairVery GoodSatisfactoryGood3980078.0
July 2002FairVery GoodSatisfactoryGood1177078.0
November 2000FairVery GoodSatisfactoryVery Good1177078.0
October 1998FairVery GoodSatisfactoryVery Good1177078.0
October 1996FairVery GoodSatisfactoryVery Good1177078.0
July 1994FairVery GoodSatisfactoryVery Good1177078.0
December 1992FairGoodSatisfactoryGood1177078.0
October 1990GoodGoodVery GoodGood1177078.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.7306780520
Deck
Reinforced Concrete Decksq. ft.4,53804,53800
Wearing Surfacessq. ft.4,53804,53530
Substructure
Reinforced Concrete Abutmentlinear ft.72472500
Reinforced Concrete Pier Caplinear ft.3634020
Joints
Pourable Jointlinear ft.123123000
Bearings
Movable Bearingeach2600260
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.112112000
Steel Protective Coatingsq. ft.448448000
Reinforced Concrete Bridge Raillinear ft.112011200