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C107F SPRINGDALE over BLUES CREEK

Map

Coordinates:
+40.28151, -83.27135
40°16'53" N, 83°16'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C107F SPRINGDALE over BLUES CREEK
Structure number:8032599
Location:1.3 MI NORTH of SR 36
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:43.0 ft. [13.1 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1988
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:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:257 [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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodVery GoodVery GoodVery Good25788.9
November 2017GoodVery GoodVery GoodVery Good25789.9
November 2016GoodVery GoodVery GoodVery Good25789.9
November 2015GoodVery GoodVery GoodVery Good43188.9
March 2015GoodVery GoodVery GoodVery Good43188.9
January 2014GoodVery GoodVery GoodVery Good43188.9
October 2012GoodVery GoodVery GoodVery Good43188.9
November 2011GoodVery GoodVery GoodVery Good43188.9
April 2010GoodVery GoodVery GoodVery Good28089.9
March 2010GoodVery GoodVery GoodVery Good28089.9
August 2007GoodVery GoodVery GoodVery Good28089.9
January 2006GoodVery GoodVery GoodVery Good28089.9
January 2005GoodVery GoodVery GoodVery Good28089.9
February 2004GoodVery GoodVery GoodVery Good28089.9
January 2003GoodVery GoodVery GoodVery Good28089.9
January 2002GoodVery GoodVery GoodVery Good28089.9
November 1999GoodVery GoodVery GoodVery Good28089.9
October 1997GoodVery GoodVery GoodVery Good28089.9
August 1996GoodVery GoodVery GoodVery Good28089.9
October 1995GoodVery GoodVery GoodVery Good28088.9
October 1994GoodVery GoodVery GoodVery Good28088.9
November 1993GoodVery GoodVery GoodVery Good28088.9
November 1992GoodVery GoodVery GoodGood28088.9
December 1991GoodVery GoodVery GoodGood28088.9