+40.92333, -82.60333
40°55'24" N, 82°36'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:7032072
Location:0.5 MI. E OF BOWMAN ST.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:324 [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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:65.6 tons [59.6 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201699.9GoodVery GoodVery GoodVery Good-324
April 2015100.0GoodVery GoodVery GoodVery Good-87
June 2014100.0GoodVery GoodVery GoodVery Good-87
September 2013100.0GoodVery GoodVery GoodVery Good-87
June 2012100.0GoodVery GoodVery GoodVery Good-87
May 2011100.0GoodVery GoodVery GoodVery Good-87
September 2010100.0GoodVery GoodVery GoodVery Good-87
September 2009100.0GoodVery GoodVery GoodGood-87
September 2008100.0GoodVery GoodVery GoodGood-87
October 2007100.0GoodVery GoodVery GoodGood-87
September 2006100.0GoodVery GoodVery GoodGood-87
June 2005100.0GoodVery GoodVery GoodVery Good-87
June 2004100.0GoodVery GoodVery GoodVery Good-87
July 2002100.0GoodVery GoodVery GoodVery Good-87
October 2001100.0GoodVery GoodVery GoodVery Good-87
September 2000100.0GoodVery GoodVery GoodVery Good-87
August 1999100.0GoodVery GoodVery GoodVery Good-87
November 1998100.0GoodVery GoodVery GoodVery Good-87
June 1997100.0GoodExcellentExcellentExcellent-87
June 1996100.0GoodExcellentExcellentExcellent-87
November 1995100.0GoodExcellentExcellentExcellent-87