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SR 80 over MIDDLE CREEK

Map

Coordinates:
+33.50668, -82.62235
33°30'24" N, 82°37'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 80 over MIDDLE CREEK
Structure number:000000030100170
Location:4 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:23.6 ft. [7.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
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:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:540 [as of 2012]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:48.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$598,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryFairFair54048.4
February 2015FairSatisfactoryFairFair54048.4
January 2013FairSatisfactoryFairFair53048.4
February 2011FairSatisfactoryFairFair70054.3
February 2009FairSatisfactoryFairFair70054.3
February 2007FairSatisfactoryFairFair75054.2
February 2005FairSatisfactoryFairFair66054.3
January 2003FairSatisfactoryFairFair70054.3
February 2001FairSatisfactorySatisfactorySatisfactory130062.1
April 1999GoodGoodGoodGood90064.2
April 1997GoodGoodGoodGood90064.2
May 1995GoodGoodGoodGood90064.2
August 1993GoodGoodGoodGood80064.3
January 1992GoodGoodGoodVery Good73068.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4083406800
Deck
Reinforced Concrete Top Flangesq. ft.3,0393,039000
Wearing Surfacessq. ft.3,0393,039000
Substructure
Reinforced Concrete Columneach42200
Reinforced Concrete Abutmentlinear ft.68461660
Reinforced Concrete Pier Caplinear ft.56421400
Joints
Pourable Jointlinear ft.9600960
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2041644000