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BERRY BENNET ROAD over HOLLY CREEK

Map

Coordinates:
+34.68736, -84.78743
34°41'14" N, 84°47'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BERRY BENNET ROAD over HOLLY CREEK
Structure number:000000021350180
Location:4.5 MI S OF CHATSWORTH
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:359.9 ft. [109.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:County Highway Agency [02]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:9
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:72.5
Estimated cost of work:$2,110,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairGoodVery GoodFair49072.5
February 2016FairSatisfactoryGoodFair49072.5
February 2014FairGoodGoodSatisfactory49083.5
February 2012FairVery GoodVery GoodSatisfactory60081.1
January 2010FairVery GoodVery GoodSatisfactory312071.0
February 2008FairVery GoodVery GoodSatisfactory312071.0
February 2006FairVery GoodVery GoodSatisfactory380051.6
February 2004GoodVery GoodVery GoodGood327052.2
February 2002GoodVery GoodVery GoodGood244053.1
January 2000GoodVery GoodVery GoodGood211079.5
August 1998FairVery GoodVery GoodSatisfactory211079.5
March 1996FairVery GoodVery GoodSatisfactory211079.5
May 1994GoodVery GoodVery GoodVery Good211079.4
May 1992GoodVery GoodVery GoodVery Good211079.4
October 1990GoodVery GoodVery GoodVery Good211079.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,4401,440000
Deck
Reinforced Concrete Decksq. ft.9,7929,792000
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.5454000
Steel Pileeach2800280
Steel Protective Coatingsq. ft.910009100
Reinforced Concrete Pier Caplinear ft.200200000
Joints
Pourable Jointlinear ft.240002400
Bearings
Elastomeric Bearingeach7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.720720000