+39.92500, -82.82333
39°55'30" N, 82°49'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ARROWSMITH DRIVE over (O) Stream
Structure number:2562413
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:21.0 ft. [6.4 m]
Total length:23.0 ft. [7.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1989
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 1951]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:71.3 tons [64.8 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 2016100.0Good7 out of 10-1000
December 2015100.0Good7 out of 10-1000
November 2014100.0Good7 out of 10-1000
May 2013100.0Good7 out of 10-1000
June 2012100.0Good7 out of 10-1000
June 2011100.0Fair6 out of 10-1000
June 2010100.0Fair6 out of 10-1000
September 2007100.0Good7 out of 10-1000
August 2006100.0Good8 out of 10-1000
August 2005100.0Good8 out of 10-1000
July 2004100.0Good8 out of 10-1000
November 2002100.0Good8 out of 10-1000
October 2001100.0Good8 out of 10-1000
November 2000100.0Good8 out of 10-1000
September 1998100.0Good8 out of 10-1000
September 1997100.0Good8 out of 10-1000
December 1996100.0Good8 out of 10-1000
July 1995100.0Good8 out of 10-1000
August 1994100.0Good8 out of 10-1000
December 1993100.0Good8 out of 10-1000
December 1992100.0Good8 out of 10-1000