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4 AVE NE over HIGH ISLAND CREEK

Map

Coordinates:
+44.61125, -94.07161
44°36'40" N, 94°04'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:4 AVE NE over HIGH ISLAND CREEK
Structure number:72515
Location:0.1 MI S OF JCT TH 5
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:25.9 ft. [7.9 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1976
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:Slab [01]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,100 [as of 2014]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:37.6
Estimated cost of work:$950,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorPoorPoorPoor210037.6
September 2017PoorPoorPoorSerious200039.7
August 2016PoorPoorPoorSerious200039.7
September 2015PoorPoorPoorSerious200039.7
September 2014PoorPoorPoorSerious200039.7
October 2013PoorPoorPoorSerious200039.7
November 2012PoorPoorPoorSerious200039.7
October 2011PoorPoorPoorSerious200039.7
October 2010PoorPoorPoorSerious200039.7
December 2009PoorPoorPoorSerious200042.2
October 2008PoorFairFairPoor240058.4
November 2007PoorFairFairPoor240060.4
October 2006FairSatisfactorySatisfactoryFair240077.5
December 2005FairSatisfactorySatisfactoryFair240077.5
November 2004FairSatisfactorySatisfactoryFair240077.5
December 2003FairFairFairFair10086.3
November 2002FairFairFairSatisfactory10086.3
December 2001FairSatisfactorySatisfactorySatisfactory100100.0
November 2000FairSatisfactorySatisfactorySatisfactory10097.0
November 1999FairSatisfactorySatisfactorySatisfactory10097.0
November 1998FairSatisfactorySatisfactorySatisfactory10097.0
October 1996FairSatisfactorySatisfactorySatisfactory10086.0
December 1995FairSatisfactorySatisfactorySatisfactory10093.5
December 1994FairSatisfactorySatisfactorySatisfactory10093.5
January 1994FairSatisfactorySatisfactorySatisfactory10093.5
November 1992GoodGoodGoodGood10093.5
January 1992GoodVery GoodVery GoodGood10093.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Floor Beamlinear ft.90060300
Substructure
Timber Abutmentlinear ft.100001000
Timber Pileeach2200418
Timber Pier Caplinear ft.121001210
Bridge Rail
Timber Bridge Raillinear ft.1570102550
Deck
Timber Slabsq. ft.2,340002,3400
Wearing Surfacessq. ft.2,18502,0101750