+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:49.9 ft. [15.2 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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:40 [as of 1995]
Truck traffic:3% 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:Equal to present minimum criteria [6]
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:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 2015100.0Not deficientVery GoodVery GoodExcellent40
July 2014100.0Not deficientVery GoodVery GoodExcellent40
August 2013100.0Not deficientVery GoodVery GoodExcellent40
August 2012100.0Not deficientVery GoodVery GoodExcellent40
October 2011100.0Not deficientVery GoodVery GoodExcellent40
October 2010100.0Not deficientExcellentVery GoodExcellent40
October 2009100.0Not deficientExcellentVery GoodExcellent40
September 2008100.0Not deficientExcellentVery GoodExcellent40
October 2007100.0Not deficientExcellentVery GoodExcellent40
November 2006100.0Not deficientExcellentVery GoodExcellent40
June 2005100.0Not deficientVery GoodVery GoodVery Good40
June 2004100.0Not deficientVery GoodVery GoodVery Good40
August 2002100.0Not deficientVery GoodVery GoodVery Good40
November 2001100.0Not deficientVery GoodVery GoodVery Good40
September 2000100.0Not deficientVery GoodVery GoodVery Good40
November 1999100.0Not deficientVery GoodVery GoodVery Good40
November 1998100.0Not deficientVery GoodVery GoodVery Good40
July 1997100.0Not deficientExcellentExcellentExcellent40
October 1996100.0Not deficientExcellentExcellentExcellent40