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STERLING ROAD over EVANS DITCH * STERLING

Map

Coordinates:
+40.91050, -84.39918
40°54'38" N, 84°23'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STERLING ROAD over EVANS DITCH * STERLING
Structure number:8133166
Location:1.90 MI E JCT C 185
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:26.9 ft. [8.2 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12 [as of 2015]
Truck traffic:17% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:97.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good1297.0
September 2016GoodVery GoodVery GoodVery Good1297.0
September 2015GoodVery GoodVery GoodVery Good2197.0
September 2014GoodVery GoodVery GoodVery Good2197.0
October 2013GoodVery GoodVery GoodVery Good2197.0
October 2012GoodVery GoodVery GoodVery Good2199.0
October 2011GoodVery GoodVery GoodVery Good2199.0
October 2010GoodVery GoodVery GoodVery Good2199.0
October 2009GoodVery GoodVery GoodVery Good2199.0
October 2008GoodVery GoodVery GoodVery Good2199.0
October 2007GoodVery GoodVery GoodVery Good2199.0
October 2006GoodVery GoodVery GoodVery Good2199.0
September 2005GoodVery GoodVery GoodVery Good2199.0
September 2004GoodVery GoodVery GoodVery Good2199.0
September 2003GoodVery GoodVery GoodVery Good2199.0
September 2002GoodVery GoodVery GoodVery Good2199.0
September 2000GoodVery GoodVery GoodVery Good2099.0
September 1999GoodVery GoodVery GoodVery Good2097.0
September 1998GoodVery GoodVery GoodVery Good2097.0
August 1997GoodVery GoodVery GoodVery Good10097.0
March 1996GoodVery GoodVery GoodVery Good10098.0
December 1994GoodGoodVery GoodVery Good10098.0
June 1993GoodGoodVery GoodVery Good10098.0
December 1991GoodVery GoodVery GoodVery Good10098.0