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LRD JOHN NOLEN DR over LAKE MONONA

Map

Coordinates:
+43.05986, -89.38554
43°03'35" 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:P13075300000000
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:108.9 ft. [33.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
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:42,883 [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 replacement [2]
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:59.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$902,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairFairFairFair4288359.5
November 2014FairSatisfactoryFairSatisfactory4225060.8
December 2012FairGoodFairSatisfactory4225060.8
November 2010FairGoodSatisfactorySatisfactory4295073.2
November 2008FairGoodSatisfactorySatisfactory4300064.7
December 2006FairVery GoodSatisfactorySatisfactory4300064.7
December 2004FairVery GoodSatisfactorySatisfactory3980065.4
July 2002FairExcellentSatisfactorySatisfactory1175071.1
November 2000FairExcellentFairSatisfactory1175059.5
October 1998FairExcellentFairSatisfactory1175059.5
October 1996FairExcellentFairSatisfactory1175059.5
July 1994FairSatisfactoryFairSatisfactory1175064.3
December 1992PoorSatisfactoryPoorSatisfactory1175047.2
October 1990FairGoodSatisfactorySatisfactory1175075.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.7307010290
Deck
Reinforced Concrete Decksq. ft.3,76403,6551090
Wearing Surfacessq. ft.3,76402,6641,1000
Substructure
Reinforced Concrete Abutmentlinear ft.69442320
Reinforced Concrete Pier Caplinear ft.3631050
Joints
Pourable Jointlinear ft.105105000
Bearings
Movable Bearingeach2600260
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.132013200