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TRIUNE MILL ROAD over SWIFT CREEK

Map

Coordinates:
+32.86716, -84.27429
32°52'02" N, 84°16'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TRIUNE MILL ROAD over SWIFT CREEK
Structure number:000000029350180
Location:2 MI SE OF THOMASTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1960
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 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:65.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$563,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryGoodSatisfactory49065.3
February 2016FairGoodGoodSatisfactory49065.3
February 2014FairGoodGoodSatisfactory49065.3
February 2012FairGoodGoodSatisfactory325054.8
February 2010FairGoodGoodSatisfactory337054.7
February 2008FairGoodGoodSatisfactory337054.7
February 2006GoodGoodGoodGood289055.0
February 2004GoodGoodGoodGood83058.1
February 2002GoodGoodGoodGood83058.1
June 2000FairSatisfactoryGoodSatisfactory466053.0
October 1999FairSatisfactoryGoodSatisfactory466053.0
August 1998PoorSatisfactoryGoodPoor46606.0
January 1996PoorSatisfactoryGoodPoor46606.0
March 1994FairSatisfactoryGoodSatisfactory466060.6
August 1992FairSatisfactoryGoodSatisfactory466060.6
December 1990FairSatisfactoryGoodFair466050.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.384384000
Deck
Reinforced Concrete Top Flangesq. ft.2,68802,68800
Wearing Surfacessq. ft.764764000
Substructure
Reinforced Concrete Abutmentlinear ft.6060000
Steel Pileeach80800
Steel Protective Coatingsq. ft.437004370
Reinforced Concrete Pier Caplinear ft.4646000
Joints
Pourable Jointlinear ft.9600960
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.192192000