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LRD SHERMAN AVE over YAHARA RIVER

Map

Coordinates:
+43.09456, -89.36989
43°05'40" N, 89°22'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD SHERMAN AVE over YAHARA RIVER
Structure number:P13075900000000
Location:0.5M N JCT USH 151
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:48.6 ft. [14.8 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1934
Year reconstructed:2003
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,546 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:86.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$692,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairSatisfactorySatisfactorySatisfactory654686.1
November 2014GoodGoodGoodGood645086.1
November 2012GoodVery GoodVery GoodVery Good645083.1
December 2010GoodVery GoodVery GoodVery Good510083.3
November 2008GoodVery GoodVery GoodVery Good630094.1
November 2006GoodVery GoodVery GoodVery Good747093.9
October 2004GoodExcellentExcellentVery Good747093.9
October 2002PoorPoorPoorFair610055.9
October 2000PoorPoorPoorFair610055.9
November 1998FairFairFairFair610074.4
September 1996FairFairFairFair610074.4
November 1994Fair-SatisfactoryFair610075.3
December 1992Fair-SatisfactorySatisfactory610086.5
October 1990Fair-SatisfactorySatisfactory610086.5