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US 19 NBL/ SR 3 over TOBLER CREEK

Map

Coordinates:
+32.79489, -84.26556
32°47'42" N, 84°15'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 19 NBL/ SR 3 over TOBLER CREEK
Structure number:000000029300010
Location:7 MI S OF THOMASTON
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:60.0 ft. [18.3 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1972
Year reconstructed:1996
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:5
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: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,520 [as of 2012]
Truck traffic:24% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:90.1
Estimated cost of work:$1,758,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairGoodSatisfactoryGood252090.1
January 2016FairGoodSatisfactoryGood252090.1
February 2014GoodGoodGoodGood252090.1
January 2012GoodGoodGoodGood224090.1
January 2010GoodGoodVery GoodGood307090.1
February 2008GoodGoodVery GoodGood307090.1
February 2006GoodGoodVery GoodGood283086.3
February 2004GoodGoodVery GoodGood380086.2
February 2002GoodGoodVery GoodGood340070.9
June 2000FairSatisfactoryVery GoodGood300070.9
August 1998FairSatisfactorySatisfactoryGood300070.9
January 1996FairSatisfactorySatisfactoryGood300080.4
March 1994FairSatisfactorySatisfactoryGood280081.3
August 1992GoodGoodGoodGood243082.8
December 1990GoodGoodGoodGood243082.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,1002,0430570
Steel Protective Coatingsq. ft.18,46015,78202,63543
Deck
Reinforced Concrete Decksq. ft.12,84012,8200200
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.8282000
Reinforced Concrete Pier Caplinear ft.156156000
Joints
Pourable Jointlinear ft.240236400
Bearings
Movable Bearingeach35714140
Steel Protective Coatingsq. ft.702801428
Fixed Bearingeach3526090
Steel Protective Coatingsq. ft.704201414
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.600600000