+40.97500, -82.42500
40°58'30" N, 82°25'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:7031653
Location:.3 MI E. OF TOWNLINE RD.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:46.9 ft. [14.3 m]
Total length:48.2 ft. [14.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Historical significance is not determinable at this time [4]
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: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:351 [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:Excellent [9 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201689.9GoodVery GoodVery GoodExcellent-351
September 2015100.0GoodVery GoodVery GoodExcellent-40
July 2014100.0GoodVery GoodVery GoodExcellent-40
August 2013100.0GoodVery GoodVery GoodExcellent-40
August 2012100.0GoodVery GoodVery GoodExcellent-40
October 2011100.0GoodVery GoodVery GoodExcellent-40
October 2010100.0GoodExcellentVery GoodExcellent-40
October 2009100.0GoodExcellentVery GoodExcellent-40
September 2008100.0GoodExcellentVery GoodExcellent-40
October 2007100.0GoodExcellentVery GoodExcellent-40
November 2006100.0GoodExcellentVery GoodExcellent-40
June 2005100.0GoodVery GoodVery GoodVery Good-40
June 2004100.0GoodVery GoodVery GoodVery Good-40
August 2002100.0GoodVery GoodVery GoodVery Good-40
November 2001100.0GoodVery GoodVery GoodVery Good-40
September 2000100.0GoodVery GoodVery GoodVery Good-40
November 1999100.0GoodVery GoodVery GoodVery Good-40
November 1998100.0GoodVery GoodVery GoodVery Good-40
July 1997100.0GoodExcellentExcellentExcellent-40
October 1996100.0GoodExcellentExcellentExcellent-40