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TRIUNE MILL ROAD over TOBLER CREEK

Map

Coordinates:
+32.85824, -84.21053
32°51'30" N, 84°12'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TRIUNE MILL ROAD over TOBLER CREEK
Structure number:000000029350190
Location:7 MI SE OF THOMASTON
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:38.1 ft. [11.6 m]
Total length:266.1 ft. [81.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:30°
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:7
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:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:58.7
Estimated cost of work:$1,559,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactorySatisfactory49058.7
February 2016FairSatisfactorySatisfactorySatisfactory49058.7
February 2014FairSatisfactorySatisfactorySatisfactory49058.7
February 2012FairSatisfactorySatisfactorySatisfactory325049.2
February 2010FairSatisfactorySatisfactorySatisfactory337049.1
February 2008FairSatisfactorySatisfactorySatisfactory337049.1
February 2006FairSatisfactorySatisfactorySatisfactory289049.6
February 2004FairSatisfactorySatisfactorySatisfactory91054.0
February 2002FairSatisfactorySatisfactorySatisfactory97053.9
June 2000FairFairSatisfactorySatisfactory466055.2
August 1998FairFairGoodSatisfactory466055.2
January 1996FairFairGoodGood466054.9
March 1994FairFairGoodGood466054.9
August 1992FairFairGoodGood466054.9
December 1990GoodGoodGoodGood466056.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,06401,06400
Deck
Reinforced Concrete Top Flangesq. ft.8,0571,0007,05700
Wearing Surfacessq. ft.480480000
Substructure
Reinforced Concrete Columneach1412200
Reinforced Concrete Abutmentlinear ft.7474000
Reinforced Concrete Pile Cap/Footinglinear ft.7266600
Reinforced Concrete Pier Caplinear ft.162159120
Joints
Pourable Jointlinear ft.216000216
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.532532000