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SR 79 over PISTOL CREEK

Map

Coordinates:
+33.94870, -82.62737
33°56'55" N, 82°37'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 79 over PISTOL CREEK
Structure number:000000018100190
Location:14 MI NW OF LINCOLNTON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:34.1 ft. [10.4 m]
Total length:136.2 ft. [41.5 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:1992
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:4
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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:730 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:99.0
Estimated cost of work:$797,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodGoodSatisfactory73099.0
December 2016FairSatisfactorySatisfactorySatisfactory73099.0
December 2014FairGoodGoodSatisfactory73099.0
December 2012FairGoodGoodSatisfactory73099.0
January 2011FairGoodGoodSatisfactory82098.9
January 2009FairGoodGoodSatisfactory82098.9
December 2006FairGoodGoodSatisfactory79099.0
December 2004FairGoodGoodSatisfactory87098.9
December 2002FairGoodGoodSatisfactory90098.8
December 2000FairGoodGoodSatisfactory130098.3
December 1998FairGoodVery GoodSatisfactory110098.5
February 1997FairVery GoodVery GoodSatisfactory110098.5
March 1995FairVery GoodVery GoodSatisfactory105098.6
June 1993GoodVery GoodVery GoodVery Good105098.6
October 1991GoodExcellentExcellentExcellent86098.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.6806493100
Deck
Reinforced Concrete Top Flangesq. ft.5,6045,36224200
Substructure
Reinforced Concrete Abutmentlinear ft.84543000
Steel Pileeach1515000
Steel Protective Coatingsq. ft.807807000
Reinforced Concrete Pier Caplinear ft.114114000
Joints
Pourable Jointlinear ft.190190000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.272272000