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TH 250 over S BR ROOT RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+43.72397, -91.97111
43°43'26" N, 91°58'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TH 250 over S BR ROOT RIVER
Structure number:6975
Location:1.0 MI N OF JCT TH 16
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:100.1 ft. [30.5 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1931
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:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:787 [as of 2008]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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 minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:57.6
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 2015FairSatisfactoryGoodSatisfactory78757.6
May 2014FairSatisfactoryGoodSatisfactory78757.6
May 2013FairSatisfactoryGoodSatisfactory78757.6
May 2012FairGoodGoodSatisfactory78757.6
May 2011FairGoodGoodFair78747.0
May 2010FairGoodGoodFair78747.0
June 2009FairGoodGoodSatisfactory78757.6
April 2008FairGoodGoodSatisfactory84057.4
April 2007FairGoodGoodSatisfactory84057.4
June 2006FairGoodGoodSatisfactory84057.4
April 2005FairGoodGoodSatisfactory84057.4
October 2004GoodGoodGoodGood87057.4
July 2003FairSatisfactorySatisfactorySatisfactory87057.4
May 2002FairSatisfactorySatisfactorySatisfactory94057.1
June 2001FairGoodSatisfactorySatisfactory94051.8
April 2000FairGoodSatisfactorySatisfactory94056.9
April 1999FairGoodSatisfactorySatisfactory94056.9
April 1998FairVery GoodSatisfactorySatisfactory76057.5
April 1997FairVery GoodSatisfactorySatisfactory76052.8
June 1996FairVery GoodSatisfactorySatisfactory72060.0
August 1995FairVery GoodSatisfactoryGood72062.2
May 1994PoorFairPoorSatisfactory67041.8
April 1993PoorGoodPoorSatisfactory67042.9
July 1992PoorGoodPoorSatisfactory58043.3
October 1991PoorGoodPoorSatisfactory58043.3