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SR 220 over SOAP CREEK

Map

Coordinates:
+33.82834, -82.40401
33°49'42" N, 82°24'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 220 over SOAP CREEK
Structure number:000000018100140
Location:5 MI E OF LINCOLNTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:65.9 ft. [20.1 m]
Total length:330.1 ft. [100.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:State Highway Agency [01]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:7
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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:790 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:54.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,934,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactoryFairFair79054.8
December 2016FairFairFairFair79053.8
December 2014FairSatisfactorySatisfactorySatisfactory79065.1
December 2012FairSatisfactorySatisfactorySatisfactory79065.1
September 2011FairSatisfactorySatisfactorySatisfactory82065.0
January 2011FairSatisfactorySatisfactorySatisfactory73065.1
December 2008FairSatisfactorySatisfactorySatisfactory73066.1
December 2006FairSatisfactorySatisfactorySatisfactory75065.1
December 2004FairSatisfactorySatisfactoryFair76054.9
December 2002FairSatisfactorySatisfactoryFair60055.1
December 2000FairSatisfactoryGoodFair80054.8
December 1998FairGoodGoodSatisfactory80064.9
February 1997FairVery GoodSatisfactorySatisfactory80064.9
March 1995GoodVery GoodGoodGood80065.0
June 1993GoodVery GoodVery GoodGood76065.1
October 1991GoodGoodVery GoodGood76065.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,6501,645050
Steel Protective Coatingsq. ft.12,96712,9460210
Deck
Reinforced Concrete Decksq. ft.9,9359,86631380
Wearing Surfacessq. ft.9,9359,05588000
Substructure
Reinforced Concrete Columneach1200120
Reinforced Concrete Pier Walllinear ft.4242000
Reinforced Concrete Abutmentlinear ft.68482000
Reinforced Concrete Pile Cap/Footinglinear ft.50500
Reinforced Concrete Pier Caplinear ft.1561351380
Joints
Pourable Jointlinear ft.1921440480
Bearings
Movable Bearingeach3503500
Steel Protective Coatingsq. ft.703510250
Fixed Bearingeach35023120
Steel Protective Coatingsq. ft.703310270
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.66037029000