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WEST LILY CREEK RO over BR OF PRESTON CREEK

Map

Coordinates:
+42.30813, -89.67897
42°18'29" N, 89°40'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST LILY CREEK RO over BR OF PRESTON CREEK
Structure number:089315200000000
Old structure number:000089315219600 (from 1992 edition)
Location:0.7 MI S OF US RT 20
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:Town or Township Highway Agency [03]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:900 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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: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:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:63.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodGoodFair90063.0
December 2015FairGoodGoodFair90063.0
December 2013FairGoodGoodFair90063.0
December 2011GoodGoodGoodGood75082.1
January 2010GoodGoodGoodGood75082.1
February 2008GoodGoodGoodGood120076.8
September 2005GoodVery GoodGoodGood120076.8
February 2004GoodVery GoodGoodGood75084.8
November 2001GoodVery GoodGoodGood75084.7
December 1999GoodVery GoodGoodGood75084.7
November 1997GoodVery GoodGoodGood80078.0
September 1995GoodVery GoodGoodGood80076.6
November 1993GoodVery GoodGoodGood55082.8
October 1991GoodVery GoodGoodVery Good55083.8