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SR 79 over FISHING CREEK

Map

Coordinates:
+33.89232, -82.57932
33°53'32" N, 82°34'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 79 over FISHING CREEK
Structure number:000000018100210
Location:9 MI NW OF LINCOLNTON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:69.9 ft. [21.3 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Owner:State Highway Agency [01]
Year built:1993
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:3
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: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:610 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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:97.9
Estimated cost of work:$1,231,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodGoodGoodGood61097.9
December 2016FairSatisfactoryGoodSatisfactory61097.9
December 2014GoodGoodVery GoodGood61097.9
December 2012GoodGoodVery GoodGood61097.9
September 2011GoodGoodVery GoodGood88097.6
January 2011FairGoodVery GoodSatisfactory91097.6
December 2008FairGoodVery GoodSatisfactory91097.6
December 2006FairGoodVery GoodSatisfactory83097.7
December 2004FairGoodVery GoodSatisfactory79097.7
December 2002FairGoodVery GoodSatisfactory90099.1
December 2000GoodGoodVery GoodGood150098.5
December 1998GoodGoodVery GoodGood140098.5
February 1997GoodVery GoodVery GoodVery Good140098.5
March 1995GoodVery GoodVery GoodVery Good130098.6
June 1993GoodVery GoodVery GoodVery Good94099.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0501,048200
Deck
Reinforced Concrete Decksq. ft.8,6738,37330000
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.84642000
Reinforced Concrete Pile Cap/Footinglinear ft.2402400
Reinforced Concrete Pier Caplinear ft.76562000
Joints
Pourable Jointlinear ft.114001140
Bearings
Elastomeric Bearingeach3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.420420000