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RAMAH CHURCH RD over TOBESOFKEE CREEK

Map

Coordinates:
+33.03052, -84.07681
33°01'50" N, 84°04'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMAH CHURCH RD over TOBESOFKEE CREEK
Structure number:000000017100340
Location:5 MI E OF BARNESVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:130 [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:Meets minimum tolerable limits to be left in place as is [4]
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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:64.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactoryGoodSatisfactory13064.5
March 2015FairSatisfactoryGoodSatisfactory13064.5
March 2013FairGoodGoodSatisfactory13064.5
March 2011FairGoodGoodSatisfactory13064.5
March 2009FairGoodGoodSatisfactory14064.5
March 2007FairGoodGoodSatisfactory14064.5
March 2005FairGoodGoodSatisfactory14064.5
April 2003FairGoodGoodSatisfactory20064.4
May 2001GoodGoodGoodGood10085.4
March 1999FairSatisfactorySatisfactoryGood20079.8
June 1997FairSatisfactorySatisfactorySatisfactory20079.8
January 1995FairSatisfactorySatisfactorySatisfactory15079.3
May 1993FairSatisfactorySatisfactorySatisfactory15079.3
August 1991FairSatisfactorySatisfactorySatisfactory15079.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.240240000
Steel Protective Coatingsq. ft.1,956001,9560
Reinforced Concrete Girder/Beamlinear ft.320320000
Deck
Reinforced Concrete Decksq. ft.1,51801,51800
Reinforced Concrete Top Flangesq. ft.1,01201,01200
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.6262000
Steel Pileeach106400
Steel Protective Coatingsq. ft.1900019
Reinforced Concrete Pier Caplinear ft.5249030
Joints
Pourable Jointlinear ft.9600960
Bearings
Movable Bearingeach40400
Steel Protective Coatingsq. ft.80080
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.80080