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TWP 176 over BUFFALO CREEK

Map

Coordinates:
+44.73458, -94.32533
44°44'04" N, 94°19'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TWP 176 over BUFFALO CREEK
Structure number:43521
Location:0.2 MI N OF JCT TH 212
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.4 ft. [12.3 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:Town or Township Highway Agency [03]
Year built:1986
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18 [as of 1985]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood18100.0
October 2015GoodGoodGoodGood18100.0
November 2013FairSatisfactoryGoodGood18100.0
November 2011FairSatisfactoryGoodGood18100.0
December 2009FairSatisfactoryGoodGood18100.0
November 2008FairSatisfactoryGoodGood18100.0
December 2007FairSatisfactoryGoodGood18100.0
November 2006FairSatisfactoryGoodGood18100.0
January 2006FairSatisfactoryGoodGood18100.0
December 2004FairSatisfactoryGoodGood18100.0
December 2003FairSatisfactoryVery GoodGood18100.0
December 2002GoodVery GoodVery GoodVery Good18100.0
November 2001GoodVery GoodVery GoodVery Good18100.0
February 2000GoodExcellentVery GoodExcellent1899.0
March 1999GoodExcellentVery GoodExcellent1899.0
January 1998GoodExcellentVery GoodExcellent1898.0
October 1996GoodExcellentVery GoodExcellent1898.0
June 1995GoodExcellentVery GoodExcellent1898.0
December 1994GoodExcellentVery GoodExcellent1898.0
November 1993GoodExcellentVery GoodExcellent1898.0
January 1993GoodExcellentExcellentExcellent1898.0
January 1992GoodExcellentExcellentExcellent1898.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.486486000
Deck
Reinforced Concrete Decksq. ft.3,8153,815000
Wearing Surfacessq. ft.3,4123,406600
Substructure
Reinforced Concrete Abutmentlinear ft.9292000
Steel Pileeach1001000
Steel Protective Coatingsq. ft.2201450075
Reinforced Concrete Pier Caplinear ft.6255700
Bearings
Elastomeric Bearingeach1616000
Fixed Bearingeach1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2431786140