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CHATTERTON ROAD over (O) POWELL CREEK

Map 

Coordinates:
+39.91667, -82.83333
39°55'00" N, 82°49'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:5,100 [as of 2004]
Truck traffic:1% of total traffic
Deck condition:Good [7 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: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 the assessed or calculated scour condition. [8]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:71.6 tons [65.1 metric tons]
Sufficiency rating:80.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201580.0Not deficientGoodVery GoodVery Good5100
November 201480.0Not deficientGoodGoodGood5100
May 201380.0Not deficientGoodGoodGood5100
June 201280.0Not deficientVery GoodVery GoodVery Good5100
June 201180.0Not deficientVery GoodVery GoodVery Good5100
July 201080.0Not deficientVery GoodVery GoodVery Good5100
September 200794.1Not deficientVery GoodVery GoodVery Good100
July 200694.1Not deficientVery GoodVery GoodVery Good100
November 200594.1Not deficientVery GoodVery GoodVery Good100
200094.1Not deficient---100