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RAMAH CHURCH RD over LITTLE TOBESOFKEE CR

Map

Coordinates:
+32.96744, -84.07577
32°58'03" N, 84°04'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMAH CHURCH RD over LITTLE TOBESOFKEE CR
Structure number:000000017100320
Location:7 MI SE OF BARNESVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1941
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: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: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:110 [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:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:88.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactoryGood11088.9
March 2015FairSatisfactorySatisfactoryGood11088.9
March 2013FairGoodSatisfactoryGood11088.9
March 2011FairGoodSatisfactoryGood11088.9
March 2009FairGoodSatisfactoryGood14088.9
March 2007FairGoodSatisfactoryGood14088.9
March 2005FairGoodSatisfactoryGood14088.9
April 2003FairGoodSatisfactoryGood20088.8
May 2001FairGoodSatisfactoryGood10083.9
March 1999FairSatisfactorySatisfactoryGood25472.5
June 1997FairSatisfactorySatisfactoryGood25472.5
January 1995FairSatisfactorySatisfactoryGood25472.7
May 1993FairSatisfactorySatisfactoryGood25472.7
August 1991FairSatisfactorySatisfactoryGood25472.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.375037410
Steel Protective Coatingsq. ft.2,0340002,034
Deck
Reinforced Concrete Decksq. ft.2,10001,4007000
Substructure
Reinforced Concrete Columneach41300
Reinforced Concrete Abutmentlinear ft.7676000
Reinforced Concrete Pier Caplinear ft.4846200
Joints
Pourable Jointlinear ft.9600960
Bearings
Movable Bearingeach1501500
Steel Protective Coatingsq. ft.3000030
Fixed Bearingeach1501500
Steel Protective Coatingsq. ft.3000030
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.150150000