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SR 43 over LLOYD CREEK

Map

Coordinates:
+33.69221, -82.48459
33°41'32" N, 82°29'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 43 over LLOYD CREEK
Structure number:000000018100010
Location:7 MI SW OF LINCOLNTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:36.1 ft. [11.0 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Owner:State Highway Agency [01]
Year built:1953
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:3
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:1,530 [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:Satisfactory [6 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:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:53.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$633,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactoryFairSatisfactory153053.9
December 2016FairFairFairFair153052.9
December 2014FairFairFairFair153052.9
December 2012FairFairFairFair153050.8
December 2010FairFairFairFair159050.8
December 2008FairFairFairFair159050.8
December 2006FairFairFairFair152050.8
December 2004FairSatisfactoryFairFair137051.9
December 2002FairSatisfactoryFairFair140051.9
December 2000FairSatisfactoryFairSatisfactory220051.6
December 1998FairSatisfactoryFairSatisfactory220051.6
February 1997FairSatisfactoryFairFair150051.9
March 1995FairSatisfactoryFairGood150051.7
June 1993FairSatisfactoryFairGood126051.9
October 1991FairGoodFairGood123051.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4323963600
Deck
Reinforced Concrete Top Flangesq. ft.3,1442,54460000
Substructure
Reinforced Concrete Columneach42200
Reinforced Concrete Abutmentlinear ft.58382000
Reinforced Concrete Pier Caplinear ft.48282000
Joints
Pourable Jointlinear ft.96480480
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.216216000