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64TH STREET over M BR PERE MARQUETTE RIV.

Map

Coordinates:
+43.87323, -85.72386
43°52'24" N, 85°43'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:64TH STREET over M BR PERE MARQUETTE RIV.
Structure number:000000000005296
Old structure number:43315H00016B010 (from 1992 edition)
Location:2 MI S 0.5 M W OF NIRVANA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.8 ft. [10.9 m]
Total length:35.8 ft. [10.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1909
Year reconstructed:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:34 [as of 2007]
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
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:44.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodFairFair3444.7
May 2017FairGoodFairFair3444.7
August 2016FairGoodFairFair3444.7
May 2015FairGoodFairFair3467.1
June 2013FairGoodFairFair3467.1
May 2011FairGoodGoodFair3467.1
June 2009FairGoodGoodFair3475.0
May 2007FairGoodGoodFair3475.0
June 2005FairGoodGoodFair3275.0
June 2003FairGoodGoodFair3074.0
November 2001FairGoodVery GoodFair3075.0
October 1999FairVery GoodVery GoodFair3075.0
June 1997FairVery GoodVery GoodFair3075.0
July 1995FairExcellentExcellentSatisfactory3086.0
November 1993PoorSatisfactoryCriticalPoor3029.9
November 1991PoorSatisfactoryPoorPoor3044.6