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NEWELL DRIVE over (O) DITCH

Map

Coordinates:
+39.98477, -83.10222
39°59'05" N, 83°06'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NEWELL DRIVE over (O) DITCH
Structure number:2562847
Location:800 FT E/WILSON ROAD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:25.9 ft. [7.9 m]
Total length:27.9 ft. [8.5 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:400 [as of 1993]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Good7 out of 10400100.0
October 2016Good7 out of 10400100.0
December 2015Good7 out of 10400100.0
October 2014Good7 out of 10400100.0
June 2013Good8 out of 10400100.0
July 2012Good8 out of 10400100.0
June 2011Good8 out of 10400100.0
July 2010Good8 out of 10400100.0
October 2007Good8 out of 10400100.0
September 2006Good8 out of 10400100.0
September 2005Good8 out of 10400100.0
July 2004Good8 out of 10400100.0
October 2002Good8 out of 10400100.0
October 2001Good8 out of 10400100.0
October 2000Good8 out of 10400100.0
September 1998Good8 out of 10400100.0
October 1997Good8 out of 10400100.0
November 1996Good8 out of 10400100.0
July 1995Good8 out of 10400100.0
September 1994Good8 out of 10400100.0