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JONES MARTIN ROAD over DOZIER BRANCH

Map

Coordinates:
+33.72709, -82.46230
33°43'38" N, 82°27'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JONES MARTIN ROAD over DOZIER BRANCH
Structure number:000000018150080
Location:4.5 MI SW OF LINCOLNTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
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:Fair
Status:Posted for load [P]
Average daily traffic:600 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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:72.1
Estimated cost of work:$147,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairFairSatisfactoryGood60072.1
December 2016FairFairSatisfactoryGood60072.1
December 2014FairFairSatisfactoryGood60072.1
December 2012FairFairSatisfactoryGood60072.1
December 2010FairFairSatisfactoryGood62072.1
December 2008FairFairSatisfactoryGood62072.1
December 2006FairFairSatisfactoryGood63072.1
December 2004FairFairSatisfactoryGood74072.1
December 2002FairFairSatisfactoryGood74072.1
December 2000FairSatisfactorySatisfactoryVery Good48070.2
December 1998FairSatisfactorySatisfactoryGood47070.2
February 1997FairSatisfactorySatisfactoryGood43070.2
March 1995FairSatisfactorySatisfactorySatisfactory43069.2
June 1993FairSatisfactorySatisfactoryGood40070.2
October 1991FairSatisfactorySatisfactorySatisfactory27070.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.125012500
Steel Protective Coatingsq. ft.1,124001,1240
Deck
Reinforced Concrete Decksq. ft.668066800
Substructure
Reinforced Concrete Abutmentlinear ft.5454000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.50302000