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AYCOCK-NORMAN RD over SOAP CREEK

Map

Coordinates:
+33.81468, -82.49628
33°48'53" N, 82°29'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AYCOCK-NORMAN RD over SOAP CREEK
Structure number:000000018150120
Location:1.8 MI N OF LINCOLNTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1966
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: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:Posted for load [P]
Average daily traffic:600 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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:64.0
Estimated cost of work:$750,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodSatisfactoryGood60064.0
December 2016FairSatisfactorySatisfactorySatisfactory60064.0
December 2014FairSatisfactorySatisfactorySatisfactory60064.0
December 2012FairSatisfactorySatisfactorySatisfactory60064.0
December 2010FairSatisfactorySatisfactorySatisfactory62064.0
January 2009FairSatisfactorySatisfactorySatisfactory62064.0
May 2007FairSatisfactorySatisfactorySatisfactory60064.0
December 2006PoorSatisfactorySatisfactoryImminent Failure63028.0
December 2005PoorSatisfactorySatisfactorySerious39029.8
December 2004PoorSatisfactorySatisfactorySerious74027.6
December 2002PoorSatisfactorySatisfactorySerious74027.6
December 2000PoorGoodSatisfactorySerious48028.5
December 1998PoorGoodGoodPoor47028.5
February 1997PoorGoodGoodPoor43028.6
March 1995PoorVery GoodGoodPoor43027.4
June 1993PoorVery GoodGoodPoor40028.6
October 1991FairVery GoodGoodFair27039.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.5124328000
Deck
Reinforced Concrete Top Flangesq. ft.3,8523,45240000
Substructure
Reinforced Concrete Abutmentlinear ft.56362000
Steel Pileeach1212000
Steel Protective Coatingsq. ft.572572000
Reinforced Concrete Pier Caplinear ft.7272000
Joints
Pourable Jointlinear ft.120001200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.256256000