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JEFF DAVIS ROAD over TEN MILE CREEK

Map

Coordinates:
+32.93383, -84.35599
32°56'02" N, 84°21'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JEFF DAVIS ROAD over TEN MILE CREEK
Structure number:000000029300200
Location:2 MI NW OF THOMASTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:36.1 ft. [11.0 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1964
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:5
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:2,770 [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:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:41.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,055,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryGoodFair277041.7
February 2016FairSatisfactoryGoodFair277041.7
February 2014FairSatisfactoryGoodFair277041.7
February 2012FairSatisfactoryGoodFair292027.6
February 2010FairSatisfactoryGoodFair304018.0
February 2008FairSatisfactoryGoodFair304018.0
February 2006FairSatisfactoryGoodFair293018.3
January 2004FairSatisfactoryGoodSatisfactory310032.0
March 2002FairSatisfactoryGoodGood300032.1
June 2000FairSatisfactoryGoodGood310059.2
August 1998FairSatisfactoryGoodGood310059.2
January 1996FairSatisfactoryGoodGood280059.3
March 1994FairSatisfactoryGoodGood280059.3
July 1992GoodGoodGoodGood257063.4
December 1990GoodGoodGoodGood205063.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.720719010
Deck
Reinforced Concrete Top Flangesq. ft.5,85005,85000
Substructure
Reinforced Concrete Columneach84310
Reinforced Concrete Abutmentlinear ft.9292000
Reinforced Concrete Pier Caplinear ft.148142420
Joints
Pourable Jointlinear ft.222000222
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.360360000