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C129F WOLFORD MSKL over BLUES CREEK

Map

Coordinates:
+40.34107, -83.35585
40°20'28" N, 83°21'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C129F WOLFORD MSKL over BLUES CREEK
Structure number:8031835
Location:0.75 MI SOUTH of SR 347
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:62.0 ft. [18.9 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,102 [as of 2015]
Truck traffic:7% of total traffic
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: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 desirable criteria [8]
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:90.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodVery GoodVery GoodVery Good110290.2
November 2017GoodVery GoodVery GoodVery Good110291.2
October 2016GoodVery GoodVery GoodVery Good110291.2
November 2015GoodVery GoodVery GoodVery Good42798.9
February 2015GoodVery GoodVery GoodVery Good42798.9
December 2013GoodVery GoodVery GoodVery Good42798.9
January 2013GoodVery GoodVery GoodVery Good42798.9
November 2011GoodVery GoodVery GoodVery Good42798.9
April 2010GoodVery GoodVery GoodVery Good30099.9
February 2009GoodVery GoodVery GoodVery Good30099.9
January 2006GoodVery GoodVery GoodVery Good30099.9
February 2005GoodVery GoodVery GoodVery Good30099.9
February 2004GoodVery GoodVery GoodVery Good30099.9
January 2003GoodVery GoodVery GoodVery Good30099.9
January 2002GoodVery GoodVery GoodVery Good30099.9
November 1999GoodVery GoodVery GoodVery Good30099.9
October 1997GoodVery GoodVery GoodVery Good30099.9
October 1996GoodVery GoodVery GoodVery Good30099.9
October 1995GoodVery GoodVery GoodVery Good30099.9
November 1994GoodVery GoodVery GoodVery Good30099.9
November 1993GoodVery GoodVery GoodVery Good30099.9
November 1992GoodGoodGoodGood30099.9
December 1991GoodGoodVery GoodGood30099.9