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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 2016

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: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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201680.0GoodGoodVery GoodVery Good-15773
December 201580.0GoodGoodVery GoodVery Good-5100
November 201480.0GoodGoodGoodGood-5100
May 201380.0GoodGoodGoodGood-5100
June 201280.0GoodVery GoodVery GoodVery Good-5100
June 201180.0GoodVery GoodVery GoodVery Good-5100
July 201080.0GoodVery GoodVery GoodVery Good-5100
September 200794.1GoodVery GoodVery GoodVery Good-100
July 200694.1GoodVery GoodVery GoodVery Good-100
November 200594.1GoodVery GoodVery GoodVery Good-100
200094.1-----100