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OLIES RD over WOLF CREEK 088

Map

Coordinates:
+47.32150, -109.82989
47°19'17" N, 109°49'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLIES RD over WOLF CREEK 088
Structure number:L14028002+02001
Location:6M E DENTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:48.9 ft. [14.9 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1983
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:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2003]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:59.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$92,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactorySatisfactory10059.2
November 2015FairGoodSatisfactorySatisfactory10059.2
December 2013FairGoodSatisfactorySatisfactory10059.2
January 2012FairGoodSatisfactorySatisfactory10059.2
December 2009FairGoodSatisfactorySatisfactory10059.2
December 2007GoodGoodGoodGood10059.2
December 2005GoodGoodGoodGood10060.2
November 2003GoodGoodGoodVery Good10059.2
December 2001GoodVery GoodGoodVery Good10059.2
January 2001FairSatisfactorySatisfactoryVery Good10058.2
December 1997FairSatisfactorySatisfactoryVery Good10058.2
April 1996FairGoodSatisfactoryVery Good10056.2
October 1993FairGoodSatisfactoryVery Good3163.1
February 1992FairGoodSatisfactoryVery Good3163.1
January 1990FairGoodSatisfactoryVery Good3162.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.305030500
Substructure
Timber Abutmentlinear ft.82588160
Timber Pileeach1201020
Timber Pier Caplinear ft.3937200
Deck
Timber Decksq. ft.1,02376725600
Wearing Surfacessq. ft.612612000