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FAS 590 over SATILLA RIVER

Map

Coordinates:
+31.44694, -83.05353
31°26'49" N, 83°03'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 590 over SATILLA RIVER
Structure number:000000006900350
Location:APP 11 MI W OF DOUGLAS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
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:10
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: October 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:410 [as of 2012]
Truck traffic:22% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 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 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:49.3
Estimated cost of work:$1,758,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorSatisfactoryGoodPoor41049.3
November 2015FairSatisfactoryGoodFair41062.4
October 2013FairSatisfactoryGoodFair41062.4
October 2011FairSatisfactoryGoodFair53062.4
October 2009FairSatisfactoryGoodFair51062.4
October 2007FairSatisfactoryGoodFair51057.9
September 2005FairSatisfactoryGoodFair63057.8
September 2003FairSatisfactoryGoodFair50058.9
October 2001FairSatisfactoryGoodFair60057.8
November 1999FairSatisfactoryGoodFair72068.5
October 1997FairSatisfactoryGoodSatisfactory72078.6
December 1995FairSatisfactoryGoodSatisfactory72079.0
September 1993FairSatisfactoryGoodGood72079.0
September 1991FairSatisfactoryGoodGood50080.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,2001,200000
Deck
Reinforced Concrete Top Flangesq. ft.9,6906,6433,036110
Substructure
Reinforced Concrete Abutmentlinear ft.6464000
Steel Pileeach36002214
Steel Protective Coatingsq. ft.1,956107875487487
Reinforced Concrete Pier Caplinear ft.225225000
Joints
Pourable Jointlinear ft.3080025256
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.600600000