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SR 79 over BROAD RIVER

Map

Coordinates:
+33.98021, -82.63109
33°58'49" N, 82°37'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 79 over BROAD RIVER
Structure number:000000018100100
Location:15.7 MI NW OF LINCOLNTON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:182.1 ft. [55.5 m]
Total length:734.0 ft. [223.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
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 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:810 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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: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:55.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,302,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairGoodSatisfactoryFair81055.1
December 2016FairSatisfactorySatisfactoryFair81055.1
December 2014FairSatisfactorySatisfactorySatisfactory81065.5
December 2012FairSatisfactorySatisfactorySatisfactory81065.5
September 2011FairSatisfactorySatisfactorySatisfactory81065.5
January 2011FairSatisfactorySatisfactoryFair84055.0
January 2009FairSatisfactorySatisfactoryFair84055.0
December 2006FairSatisfactorySatisfactoryFair85055.0
December 2004FairSatisfactorySatisfactoryFair97054.6
December 2002FairSatisfactorySatisfactoryFair90054.8
December 2000FairGoodSatisfactoryFair110052.1
December 1998FairGoodSatisfactoryFair90054.8
February 1997FairGoodSatisfactorySatisfactory81065.5
March 1995FairGoodGoodSatisfactory81065.5
June 1993FairGoodGoodSatisfactory81065.5
October 1991GoodGoodVery GoodGood80065.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4701,40050200
Steel Protective Coatingsq. ft.14,3025,4807,6211,2010
Steel Stringerlinear ft.1,4701,470000
Steel Protective Coatingsq. ft.7,1537,153000
Deck
Reinforced Concrete Decksq. ft.21,88021,26261800
Superstructure
Steel Floor Beamlinear ft.722722000
Steel Protective Coatingsq. ft.5,3505,350000
Substructure
Reinforced Concrete Columneach80800
Reinforced Concrete Pier Walllinear ft.80483200
Reinforced Concrete Abutmentlinear ft.60382200
Joints
Pourable Jointlinear ft.9696000
Assembly without Seal Jointlinear ft.4848000
Bearings
Movable Bearingeach1001000
Steel Protective Coatingsq. ft.2082100
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.42020
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4711,28618500