C-4-2168 over BIG BRUSHY CREEK


+34.71249, -82.46840
34°42'45" N, 82°28'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C-4-2168 over BIG BRUSHY CREEK
Structure number:000000000001674
Old structure number:000490216800100 (from 1992 edition)
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:67.9 ft. [20.7 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:18.7 ft. [5.7 m]
Owner:County Highway Agency [02]
Year built:1950
Year reconstructed:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Aluminum [7]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:131 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:28.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$534,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairGoodFairSatisfactory13128.0
November 2017FairVery GoodFairSatisfactory13128.0
November 2016FairVery GoodFairSatisfactory13128.0
November 2015FairVery GoodFairSatisfactory13127.9
November 2014FairVery GoodFairSatisfactory13127.9
November 2013FairVery GoodFairSatisfactory13127.9
November 2012FairVery GoodFairSatisfactory13121.9
November 2011FairVery GoodFairFair13121.9
January 2011PoorFairFairSerious13120.8
December 2009PoorFairFairSerious13120.8
June 2008PoorSatisfactoryFairSerious13121.9
August 2007PoorSatisfactoryFairSerious13121.9
June 2006PoorSatisfactoryFairSerious13021.9
July 2005PoorSatisfactoryFairSerious12021.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Stringerlinear ft.1,06201,06200
Steel Trusslinear ft.118011800
Steel Floor Beamlinear ft.520052000
Steel Gusset Plateeach3203200
Reinforced Concrete Columneach20200
Reinforced Concrete Abutmentlinear ft.4040000
Reinforced Concrete Pier Caplinear ft.2020000
Corrugated or Orthotropic Decksq. ft.2,2072,207000
Movable Bearingeach40400
Fixed Bearingeach40400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.236236000