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SR 172 over LITTLE BEAVERDAM CREEK

Map

Coordinates:
+34.23632, -82.99866
34°14'11" N, 82°59'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 172 over LITTLE BEAVERDAM CREEK
Structure number:000000014700140
Location:7 MI SE OF ROYSTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:36.1 ft. [11.0 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1964
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:4
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,080 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:55.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$844,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairSatisfactoryFair208055.0
January 2015FairFairSatisfactoryFair208055.0
January 2013FairFairFairFair208055.0
January 2011FairFairFairFair238054.5
January 2009FairSatisfactoryFairGood238055.6
January 2007FairSatisfactoryFairGood248072.5
January 2005FairSatisfactoryFairGood237072.7
January 2003FairSatisfactoryFairGood240072.6
January 2001FairSatisfactoryFairGood220072.9
May 1999FairSatisfactorySatisfactoryGood200085.5
December 1996FairSatisfactorySatisfactoryGood180085.7
February 1995FairSatisfactorySatisfactoryGood150084.8
January 1993FairSatisfactorySatisfactoryGood141085.9
February 1991FairSatisfactorySatisfactoryGood127086.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.57643214400
Deck
Reinforced Concrete Decksq. ft.4,8963,6221,27400
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6868000
Steel Pileeach40310
Steel Protective Coatingsq. ft.236002360
Reinforced Concrete Pier Caplinear ft.8480220
Joints
Pourable Jointlinear ft.112001120
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.288288000