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LRD W CHURCH RD over APPLE RIVER

Map

Coordinates:
+45.23267, -92.50700
45°13'58" N, 92°30'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD W CHURCH RD over APPLE RIVER
Structure number:P48006300000000
Location:0.1M N JCT STH 65
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:127.6 ft. [38.9 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:Town or Township Highway Agency [03]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
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: April 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:668 [as of 2015]
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:64.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$577,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorPoorSatisfactoryFair66864.4
April 2016PoorPoorSatisfactoryFair66864.4
April 2015PoorPoorGoodSatisfactory66876.5
April 2014PoorPoorGoodSatisfactory65276.5
April 2012PoorPoorGoodSatisfactory65276.5
April 2010PoorPoorGoodSatisfactory65276.5
April 2008PoorPoorGoodSatisfactory8088.0
April 2006FairFairGoodSatisfactory8090.0
October 2004FairSatisfactoryVery GoodGood8091.0
October 2002FairSatisfactoryVery GoodGood8091.0
November 2000FairSatisfactoryVery GoodGood8092.9
September 1998GoodGoodVery GoodGood8090.9
August 1996GoodGoodGoodGood8092.9
October 1994GoodGoodGoodGood8092.9
September 1992FairFairVery GoodVery Good8091.9
June 1990FairFairVery GoodVery Good8091.9