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US 76 EBL over HURRICANE CREEK

Map

Coordinates:
+34.57017, -82.70967
34°34'13" N, 82°42'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 76 EBL over HURRICANE CREEK
Structure number:000000000002112
Old structure number:000420007620500 (from 1992 edition)
Location:5.9 MI NW OF ANDERSON
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.9 ft. [7.6 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,500 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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: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:66.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$512,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactoryFairFair1450066.9
January 2016FairSatisfactoryFairFair1180067.9
January 2014FairSatisfactoryFairFair1185070.3
January 2012FairSatisfactoryFairFair1280070.2
January 2010FairSatisfactoryFairFair1265070.2
February 2006FairGoodSatisfactorySatisfactory1360081.4
January 2006FairGoodSatisfactorySatisfactory1310081.5
January 1998FairGoodSatisfactorySatisfactory1210080.3
January 1992FairGoodSatisfactorySatisfactory874874.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.900900000
Deck
Reinforced Concrete Decksq. ft.4,9804,980000
Substructure
Reinforced Concrete Columneach1414000
Steel Pileeach1401400
Reinforced Concrete Pier Caplinear ft.2182081000
Joints
Pourable Jointlinear ft.166016600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.300300000