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BARFORD ROAD over JOES CREEK

Map

Coordinates:
+33.17722, -82.59785
33°10'38" N, 82°35'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BARFORD ROAD over JOES CREEK
Structure number:000000012550060
Location:2.2 MI NE OF EDGEHILL
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

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:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:68.6
Estimated cost of work:$1,055,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactorySatisfactory49068.6
January 2015FairSatisfactorySatisfactorySatisfactory49068.6
January 2013FairSatisfactorySatisfactorySatisfactory6079.8
January 2011FairSatisfactorySatisfactorySatisfactory56068.5
February 2009FairSatisfactorySatisfactorySatisfactory56068.5
January 2007FairSatisfactorySatisfactorySatisfactory62068.5
January 2005FairSatisfactorySatisfactorySatisfactory63068.5
January 2003FairSatisfactorySatisfactorySatisfactory97062.2
January 2001FairSatisfactoryGoodSatisfactory40073.7
March 1999FairSatisfactoryGoodSatisfactory40078.0
March 1997GoodGoodGoodGood40078.0
April 1995GoodGoodGoodGood40077.0
August 1993GoodGoodGoodGood40077.0
November 1991GoodGoodGoodVery Good27077.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.72053318700
Deck
Reinforced Concrete Top Flangesq. ft.5,3642,0643,30000
Substructure
Reinforced Concrete Abutmentlinear ft.64343000
Prestressed Concrete Pileeach2001280
Reinforced Concrete Pier Caplinear ft.150906000
Joints
Pourable Jointlinear ft.168168000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.360360000