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CROSWELL AVE over BIG S BR PERE MARQUETTE

Map

Coordinates:
+43.67699, -85.90090
43°40'37" N, 85°54'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CROSWELL AVE over BIG S BR PERE MARQUETTE
Structure number:000000000007777
Old structure number:62318H00016B010 (from 1992 edition)
Location:7.0 MI SW OF BITELY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:14.8 ft. [4.5 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:17.4 ft. [5.3 m]
Owner:County Highway Agency [02]
Year built:1952
Year reconstructed:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2000]
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:58.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$140,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairGoodSatisfactoryFair10058.8
June 2016FairGoodSatisfactoryFair10058.8
June 2014FairGoodSatisfactoryFair10058.8
June 2012FairGoodSatisfactoryFair10072.4
May 2010FairGoodSatisfactoryFair10072.4
May 2008FairGoodSatisfactoryFair10069.4
May 2006FairVery GoodGoodFair10069.4
January 2005FairExcellentGoodFair10069.4
May 2002FairSatisfactoryGoodSatisfactory10072.4
April 2000FairSatisfactorySatisfactorySatisfactory10078.4
November 1998FairSatisfactorySatisfactorySatisfactory3078.5
October 1996FairSatisfactory-Satisfactory3078.5
October 1994FairSatisfactorySatisfactorySatisfactory3065.0
August 1992FairSatisfactorySatisfactorySatisfactory3065.0
February 1990FairSatisfactorySatisfactorySatisfactory3065.0