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SR 79 over SOAP CREEK

Map

Coordinates:
+33.83183, -82.47232
33°49'55" N, 82°28'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 79 over SOAP CREEK
Structure number:000000018100200
Location:2.7 MI NE OF LINCOLNTON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:240.2 ft. [73.2 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:6
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:Fair
Status:Open, no restriction [A]
Average daily traffic:770 [as of 2011]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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: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:99.7
Estimated cost of work:$1,407,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodVery GoodSatisfactory77099.7
December 2016FairGoodVery GoodFair77088.6
December 2014FairGoodVery GoodFair77088.6
December 2012FairGoodVery GoodFair77088.6
January 2011FairGoodVery GoodFair100088.5
January 2009FairGoodVery GoodFair100088.5
December 2006FairGoodVery GoodFair89088.6
December 2004FairGoodVery GoodFair100088.5
December 2002FairGoodVery GoodFair210087.0
December 2000FairVery GoodVery GoodFair390086.1
December 1998FairVery GoodVery GoodFair310086.5
February 1997GoodVery GoodVery GoodGood190099.2
March 1995GoodVery GoodVery GoodVery Good190099.1
June 1993GoodVery GoodVery GoodVery Good134099.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2001,200000
Deck
Reinforced Concrete Decksq. ft.9,9129,79212000
Substructure
Reinforced Concrete Abutmentlinear ft.8476800
Steel Pileeach45254160
Steel Protective Coatingsq. ft.3,5723,572000
Reinforced Concrete Pier Caplinear ft.1901652500
Joints
Pourable Jointlinear ft.2661900760
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4804206000