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315TH ST over BELLE CREEK

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

Map

Coordinates:
+44.49185, -92.75814
44°29'31" N, 92°45'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:315TH ST over BELLE CREEK
Structure number:5750
Location:1.0 MI S OF JCT TH 19
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:100.4 ft. [30.6 m]
Total length:163.1 ft. [49.7 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Vertical clearance above deck:13.8 ft. [4.2 m]
Owner:Town or Township Highway Agency [03]
Year built:1922
Year reconstructed:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:14 [as of 1986]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:28.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$513,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2015PoorFairPoorSatisfactory1428.0
May 2014PoorFairPoorSatisfactory1428.0
May 2013PoorFairPoorSatisfactory1428.0
May 2012PoorFairPoorSatisfactory1428.0
April 2011PoorFairPoorSatisfactory1428.0
May 2010PoorFairPoorSatisfactory1432.0
June 2009FairFairFairSatisfactory1454.4
May 2008FairFairFairSatisfactory1454.4
May 2007FairFairFairSatisfactory1457.4
May 2006FairFairFairSatisfactory1457.4
May 2005FairFairFairSatisfactory1457.4
May 2004FairFairFairSatisfactory1457.4
June 2003FairFairFairSatisfactory1457.4
May 2002FairFairFairSatisfactory1453.4
May 2001FairSatisfactorySatisfactorySatisfactory1483.0
May 2000FairSatisfactoryVery GoodSatisfactory1462.0
July 1999FairSatisfactorySatisfactoryVery Good1462.0
November 1998FairSatisfactorySatisfactoryVery Good1462.0
October 1997FairGoodSatisfactoryVery Good1453.6
December 1996FairSatisfactoryFairVery Good1443.6
February 1996FairSatisfactoryFairFair1450.7
November 1994FairSatisfactoryFairFair1450.7
December 1993FairSatisfactorySatisfactoryGood1460.7
December 1992FairSatisfactorySatisfactoryGood1460.7
January 1992FairSatisfactorySatisfactoryGood1460.7