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LRD ATWOOD AVE over STARKWEATHER CREEK

Map

Coordinates:
+43.09103, -89.33422
43°05'28" N, 89°20'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD ATWOOD AVE over STARKWEATHER CREEK
Structure number:B13025400000000
Location:1.0M S JCT USH 151
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,392 [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:54.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$451,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairFairFairFair1639254.7
October 2014FairFairFairSatisfactory1615054.8
November 2012GoodGoodGoodGood1615063.7
December 2010GoodGoodGoodGood1640063.6
November 2008GoodGoodGoodGood1620063.7
November 2006GoodGoodGoodGood1725063.4
October 2004GoodGoodGoodGood2015062.8
October 2002GoodGoodGoodGood2015062.8
November 2000FairVery GoodSatisfactorySatisfactory2015062.8
November 1998GoodExcellentGoodGood2015062.8
October 1996GoodExcellentGoodGood2015062.8
November 1994GoodExcellentGoodGood2015062.2
November 1992PoorPoorSatisfactorySatisfactory2015058.9
November 1990FairFairSatisfactorySatisfactory2015061.1