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CHATTERTON ROAD over (O) POWELL CREEK

Map

Coordinates:
+39.91285, -82.83368
39°54'46" N, 82°50'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHATTERTON ROAD over (O) POWELL CREEK
Structure number:2563371
Location:204 FT W of BRICE ROAD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:81.4 ft. [24.8 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:2002
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,773 [as of 2015]
Truck traffic:5% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodVery GoodVery Good1577380.0
December 2016GoodGoodVery GoodVery Good1577380.0
December 2015GoodGoodVery GoodVery Good510080.0
November 2014GoodGoodGoodGood510080.0
May 2013GoodGoodGoodGood510080.0
June 2012GoodVery GoodVery GoodVery Good510080.0
June 2011GoodVery GoodVery GoodVery Good510080.0
July 2010GoodVery GoodVery GoodVery Good510080.0
September 2007GoodVery GoodVery GoodVery Good10094.1
July 2006GoodVery GoodVery GoodVery Good10094.1
November 2005GoodVery GoodVery GoodVery Good10094.1
2000----10094.1