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WEST FORK ROAD over WEST FORK CREEK

Map

Coordinates:
+39.15953, -84.56651
39°09'34" N, 84°33'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST FORK ROAD over WEST FORK CREEK
Structure number:3137090
Location:AT INT OF W FORK&MONTANA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:38.1 ft. [11.6 m]
Total length:79.1 ft. [24.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:24°
Owner:County Highway Agency [02]
Year built:1928
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,651 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:78.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$27,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodGoodSatisfactory765178.6
March 2017FairGoodGoodSatisfactory765178.6
May 2016FairGoodGoodSatisfactory765178.6
April 2015FairGoodGoodSatisfactory680078.8
March 2014GoodGoodGoodGood680078.8
March 2012GoodGoodVery GoodGood680071.1
May 2010GoodGoodVery GoodGood680071.1
April 2009GoodGoodVery GoodGood680071.1
April 2008GoodGoodVery GoodGood680071.1
June 2007GoodGoodVery GoodGood680071.1
May 2006GoodGoodVery GoodGood680071.1
February 2005GoodGoodVery GoodGood680071.1
October 2002GoodGoodVery GoodGood680071.1
October 2001GoodGoodVery GoodGood680071.1
February 2000GoodGoodVery GoodGood680070.1
November 1998GoodGoodVery GoodVery Good680070.1
November 1995GoodGoodVery GoodVery Good680070.1
October 1993GoodGoodVery GoodVery Good680070.0
December 1992GoodGoodVery GoodVery Good680070.0
November 1991GoodVery GoodVery GoodVery Good680070.0
October 1990FairFairFairSatisfactory680041.9