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LRD 40TH ST. (DEAD over APPLE RIVER

Map

Coordinates:
+45.45417, -92.23900
45°27'15" N, 92°14'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD 40TH ST. (DEAD over APPLE RIVER
Structure number:P48090100000000
Location:0.1M N JCT CTH V
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:26.2 ft. [8.0 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:Town or Township Highway Agency [03]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:20 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:47.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$144,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorFairFairPoor2047.4
April 2016PoorFairFairPoor2047.4
April 2015PoorFairFairPoor2050.4
April 2014PoorFairFairPoor2050.4
April 2012PoorFairFairPoor2052.8
April 2010PoorFairFairPoor2046.6
April 2008PoorFairFairPoor2060.5
April 2006PoorFairFairPoor2060.5
August 2005PoorFairFairPoor2060.5
September 2004PoorFairFairPoor2060.5
October 2002FairFairFairSatisfactory2076.5
October 2000FairSatisfactorySatisfactorySatisfactory2088.5
July 1998FairSatisfactorySatisfactorySatisfactory2088.5
July 1996FairSatisfactorySatisfactorySatisfactory2088.5
October 1994FairSatisfactoryGoodSatisfactory2088.5
September 1992FairSatisfactoryVery GoodSatisfactory2088.5
October 1990FairGoodVery GoodSatisfactory2088.5