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SR 53 over SHOAL CREEK

Map

Coordinates:
+34.42101, -84.14666
34°25'16" N, 84°08'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 53 over SHOAL CREEK
Structure number:000000008500100
Location:1.6 MI W OF DAWSONVILLE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:77.1 ft. [23.5 m]
Total length:231.0 ft. [70.4 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,080 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:89.5
Estimated cost of work:$1,354,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairFairSatisfactorySatisfactory608089.5
July 2017FairFairSatisfactorySatisfactory608089.5
June 2015FairFairSatisfactorySatisfactory608089.5
June 2013FairFairSatisfactorySatisfactory608089.5
July 2011FairFairSatisfactorySatisfactory451090.1
July 2009FairSatisfactorySatisfactorySatisfactory576090.7
June 2007FairSatisfactorySatisfactorySatisfactory576090.7
June 2005FairSatisfactoryGoodGood617090.5
July 2003FairSatisfactoryGoodGood600090.6
July 2001FairSatisfactoryGoodGood440095.4
October 1999FairSatisfactoryGoodGood440095.3
August 1997FairSatisfactoryGoodGood440093.3
June 1995FairSatisfactoryVery GoodGood419094.4
June 1993GoodGoodVery GoodGood419094.4
June 1991GoodGoodVery GoodGood419094.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3861,386000
Steel Protective Coatingsq. ft.13,70713,707000
Deck
Reinforced Concrete Decksq. ft.11,6434,9022,0004,7410
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.100100000
Reinforced Concrete Pier Caplinear ft.100100000
Joints
Pourable Jointlinear ft.141001410
Bearings
Movable Bearingeach1818000
Fixed Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.462462000