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SR 80 over HART CREEK

Map

Coordinates:
+33.51750, -82.64355
33°31'03" N, 82°38'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 80 over HART CREEK
Structure number:000000030100180
Location:4.5 MI N OF CAMAK
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1957
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:350 [as of 2011]
Truck traffic:18% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:53.6
Estimated cost of work:$598,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairFairFair35053.6
February 2015FairFairFairFair35053.6
January 2013FairFairFairFair35052.1
February 2011FairFairFairFair58051.0
February 2009FairFairFairFair58051.0
February 2007FairFairFairFair52051.0
February 2005FairFairFairFair42062.4
January 2003FairFairFairSatisfactory110055.7
February 2001FairFairFairSatisfactory120055.6
April 1999FairFairFairSatisfactory80055.7
April 1997FairFairFairSatisfactory80055.7
May 1995FairSatisfactorySatisfactorySatisfactory80067.6
August 1993FairSatisfactorySatisfactorySatisfactory74073.8
January 1992FairSatisfactorySatisfactorySatisfactory72073.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.408261110370
Deck
Reinforced Concrete Top Flangesq. ft.3,2431,7591,47680
Substructure
Reinforced Concrete Abutmentlinear ft.70492100
Steel Pileeach80800
Steel Protective Coatingsq. ft.235002350
Reinforced Concrete Pier Caplinear ft.60421800
Joints
Pourable Jointlinear ft.104001040
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2041327200