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S-11-793 over PROVIDENCE CREEK

Map

Coordinates:
+35.09372, -81.63819
35°05'37" N, 81°38'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-11-793 over PROVIDENCE CREEK
Structure number:000000000002007
Old structure number:001170079300100 (from 1992 edition)
Location:2.0MI NE GAFFNEY
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:39.0 ft. [11.9 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:325 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:25.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$269,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorPoorPoorFair32525.8
October 2017PoorPoorPoorFair32525.8
October 2016PoorPoorPoorFair62524.1
October 2015PoorPoorPoorFair62522.9
October 2014PoorPoorPoorFair62522.9
October 2013PoorPoorPoorFair62522.9
November 2012PoorPoorPoorFair62522.9
November 2011PoorPoorPoorFair62522.9
November 2010PoorPoorPoorFair62522.9
November 2009PoorPoorFairFair62539.4
November 2008FairFairFairFair62541.4
November 2007FairFairFairFair60041.5
November 2006FairFairFairFair58041.5
November 2005FairFairFairSatisfactory44041.7
October 1999FairSatisfactorySatisfactorySatisfactory39051.0
February 1991FairSatisfactoryFairSatisfactory25048.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.390003900
Substructure
Timber Pileeach1010000
Reinforced Concrete Pier Caplinear ft.7007000
Deck
Corrugated or Orthotropic Decksq. ft.1,00201,00200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7878000