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KENNETH ROAD over TAYLOR CREEK

Map

Coordinates:
+46.10029, -84.89864
46°06'01" N, 84°53'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KENNETH ROAD over TAYLOR CREEK
Structure number:091005000001045
Location:3 M S & 3 M E OF OZARK
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.3 ft. [7.7 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:U.S. Forest Service [64]
Year built:1974
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:125 [as of 1998]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:92.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$14,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory12592.3
August 2016GoodGoodGoodGood12591.3
November 2014GoodGoodGoodGood12591.3
October 2012GoodGoodGoodGood12591.3
October 2010GoodGoodVery GoodGood12591.3
June 2008GoodGoodVery GoodGood12591.3
June 2004GoodGoodVery GoodGood12594.5
November 2002GoodGoodVery GoodGood12591.3
November 1999GoodGoodVery GoodVery Good12591.3
June 1997GoodGoodVery GoodVery Good12587.2
November 1996GoodGoodGoodGood11087.2