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ASHMORE BARDEN RD over CHEROKEE CREEK

Map

Coordinates:
+33.73844, -82.35308
33°44'18" N, 82°21'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ASHMORE BARDEN RD over CHEROKEE CREEK
Structure number:000000018100150
Location:8.2 MI SE OF LINCOLNTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:69.9 ft. [21.3 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span 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:740 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:96.4
Estimated cost of work:$410,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodGoodVery GoodGood74096.4
December 2016GoodGoodVery GoodGood74096.4
December 2014GoodGoodVery GoodGood74096.4
December 2012GoodGoodVery GoodGood74096.4
December 2010GoodGoodVery GoodGood129091.4
December 2008GoodGoodVery GoodGood129091.4
December 2006GoodGoodVery GoodGood98092.5
December 2004GoodGoodVery GoodGood78092.6
December 2002GoodGoodVery GoodGood90094.0
December 2000GoodGoodVery GoodGood78094.0
December 1998GoodVery GoodVery GoodGood78094.0
February 1997GoodVery GoodVery GoodVery Good78094.0
March 1995GoodVery GoodVery GoodVery Good78094.0
June 1993GoodVery GoodVery GoodVery Good78094.0
October 1991GoodVery GoodVery GoodVery Good78094.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.280280000
Deck
Reinforced Concrete Decksq. ft.2,3312,2815000
Substructure
Reinforced Concrete Abutmentlinear ft.7272000
Joints
Pourable Jointlinear ft.6060000
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.140140000