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UPPER HIGHWOOD CR over HIGHWOOD CREEK 076

Map

Coordinates:
+47.54163, -110.77341
47°32'30" N, 110°46'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:UPPER HIGHWOOD CR over HIGHWOOD CREEK 076
Structure number:L08200004+03001
Location:4M SE HIGHWOOD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:18.4 ft. [5.6 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2004]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:63.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorSatisfactoryGoodPoor10063.7
January 2016PoorSatisfactoryGoodPoor10063.7
January 2014PoorSatisfactoryGoodPoor10064.7
January 2012FairSatisfactoryGoodFair10080.8
January 2010FairSatisfactoryGoodFair10080.8
January 2008FairSatisfactoryGoodFair10080.8
January 2006FairGoodGoodSatisfactory10091.8
February 2004FairGoodGoodSatisfactory10091.8
December 2001FairGoodGoodSatisfactory10091.8
April 2000FairGoodGoodSatisfactory10091.8
May 1998FairVery GoodVery GoodSatisfactory10091.8
April 1996FairVery GoodVery GoodSatisfactory10089.8
February 1994FairVery GoodVery GoodSatisfactory9689.8
October 1991GoodVery GoodVery GoodGood9689.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.384038400
Deck
Reinforced Concrete Decksq. ft.5862812051000
Substructure
Steel Columneach50500
Timber Columneach50050
Reinforced Concrete Abutmentlinear ft.3934500
Reinforced Concrete Pile Cap/Footinglinear ft.3937200
Steel Pier Caplinear ft.3903810
Deck
Corrugated or Orthotropic Decksq. ft.58651537340
Steel Protective Coatingsq. ft.5865710015