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WALKERS CHURCH RD over BEAVERDAM CREEK

Map

Coordinates:
+33.47619, -83.18078
33°28'34" N, 83°10'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WALKERS CHURCH RD over BEAVERDAM CREEK
Structure number:000000013350170
Location:6.9 MI S OF GREENSBORO
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:County Highway Agency [02]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:96.7
Estimated cost of work:$832,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairGoodSatisfactorySatisfactory49096.7
May 2014FairGoodSatisfactorySatisfactory49096.7
May 2012FairGoodSatisfactorySatisfactory60096.7
July 2010FairGoodSatisfactorySatisfactory62096.7
May 2008FairGoodSatisfactorySatisfactory62096.7
May 2006FairGoodSatisfactorySatisfactory63086.5
May 2004FairGoodSatisfactorySatisfactory39087.6
May 2002FairGoodSatisfactorySatisfactory74086.4
May 2000FairGoodSatisfactoryGood48089.2
May 1998FairVery GoodSatisfactoryGood45089.2
May 1996FairVery GoodSatisfactoryGood42089.2
September 1994FairGoodSatisfactoryGood40090.2
December 1992FairGoodSatisfactoryGood40090.2
April 1991FairGoodSatisfactoryGood27090.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.568056800
Steel Protective Coatingsq. ft.4,204004,2040
Deck
Reinforced Concrete Decksq. ft.4,3163,98932700
Wearing Surfacessq. ft.4,3163,58473200
Substructure
Reinforced Concrete Columneach20200
Reinforced Concrete Abutmentlinear ft.3425900
Reinforced Concrete Pile Cap/Footinglinear ft.1601600
Reinforced Concrete Pier Caplinear ft.5648800
Joints
Pourable Jointlinear ft.116001160
Bearings
Movable Bearingeach1201200
Steel Protective Coatingsq. ft.2400240
Fixed Bearingeach1201200
Steel Protective Coatingsq. ft.2400240
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2841988600