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LRD 28TH RD over WILLOW CREEK

Map

Coordinates:
+44.04815, -89.05802
44°02'53" N, 89°03'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD 28TH RD over WILLOW CREEK
Structure number:B69002800000000
Location:0.8M N JCT STH 21
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:33.8 ft. [10.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:10°
Owner:Town or Township Highway Agency [03]
Year built:1986
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:127 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:88.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$171,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodVery Good12788.6
May 2016GoodVery GoodVery GoodVery Good12792.6
May 2014GoodVery GoodVery GoodVery Good12092.6
May 2012GoodVery GoodVery GoodVery Good12090.6
June 2010GoodVery GoodVery GoodVery Good12090.6
June 2008GoodVery GoodVery GoodVery Good12090.6
May 2006GoodVery GoodVery GoodVery Good12090.6
June 2004GoodVery GoodVery GoodVery Good8096.1
June 2002GoodVery GoodVery GoodVery Good8096.1
May 2000GoodVery GoodVery GoodVery Good8096.1
May 1998GoodVery GoodVery GoodVery Good8096.1
June 1996GoodVery GoodVery GoodVery Good8096.1
May 1994GoodVery GoodVery GoodVery Good8095.7
May 1992GoodVery GoodVery GoodVery Good8095.7
May 1990GoodExcellentExcellentExcellent8095.7