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LRD JOHN NOLAN DR over MURPHY CREEK

Map

Coordinates:
+43.05414, -89.37986
43°03'15" N, 89°22'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD JOHN NOLAN DR over MURPHY CREEK
Structure number:B13032600000000
Location:0.2M N JCT CTH MC
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:61.0 ft. [18.6 m]
Total length:63.7 ft. [19.4 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:101.1 ft. [30.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50,191 [as of 2015]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:90.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$573,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodGoodGoodGood5019190.8
November 2014GoodGoodGoodGood4945090.9
November 2012GoodVery GoodVery GoodVery Good4945089.9
December 2010GoodVery GoodVery GoodVery Good4255089.9
November 2008GoodVery GoodVery GoodVery Good3945090.3
November 2006GoodVery GoodVery GoodVery Good3980090.3
October 2004GoodVery GoodVery GoodVery Good3980090.3
October 2002GoodVery GoodVery GoodVery Good4215089.9
August 2000GoodVery GoodVery GoodVery Good4215089.9
October 1998GoodExcellentExcellentExcellent4215089.9
October 1996GoodExcellentExcellentExcellent4215089.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.961961000
Deck
Reinforced Concrete Decksq. ft.6,4786,478000
Substructure
Reinforced Concrete Abutmentlinear ft.2031850180
Joints
Compression Jointlinear ft.6262000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.167167000