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UTWN 138 over KELLY CREEK

Map

Coordinates:
+48.72892, -94.63123
48°43'44" N, 94°37'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:UTWN 138 over KELLY CREEK
Structure number:39509
Location:0.5 MI W OF JCT TH 172
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
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:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40 [as of 1998]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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 2017GoodVery GoodVery GoodVery Good40100.0
November 2015GoodExcellentExcellentExcellent40100.0
October 2013GoodExcellentExcellentExcellent40100.0
October 2011GoodExcellentExcellentExcellent40100.0
September 2009GoodExcellentExcellentExcellent4097.0
October 2007GoodExcellentExcellentExcellent40100.0
December 2005GoodExcellentExcellentExcellent40100.0
February 2004GoodExcellentExcellentExcellent40100.0
December 2001GoodExcellentExcellentExcellent40100.0
November 1999GoodExcellentExcellentExcellent4099.0
October 1997GoodExcellentExcellentExcellent4098.0
December 1995GoodExcellentExcellentExcellent4098.0
December 1994GoodExcellentExcellentExcellent4598.0
November 1993GoodExcellentExcellentExcellent4598.0
November 1992GoodExcellentExcellentExcellent4598.0
November 1991GoodExcellentExcellentExcellent4598.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.407407000
Substructure
Reinforced Concrete Abutmentlinear ft.9998100
Steel Pileeach88000
Steel Protective Coatingsq. ft.2001604000
Reinforced Concrete Pier Caplinear ft.5959000
Deck
Timber Decksq. ft.3,0603,060000
Wearing Surfacessq. ft.2,856002,8560
Bearings
Movable Bearingeach2424000
Bridge Rail
Timber Bridge Raillinear ft.203203000