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5 BRIDGE ROAD over ALAPAHA RIVER OVERFLOW

Map

Coordinates:
+31.48223, -83.34425
31°28'56" N, 83°20'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:5 BRIDGE ROAD over ALAPAHA RIVER OVERFLOW
Structure number:000000015500350
Location:APP 9.5 MI SW OF OCILLA
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:32.2 ft. [9.8 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:5
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:530 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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 minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:84.6
Estimated cost of work:$938,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodGoodSatisfactory53084.6
August 2015GoodGoodGoodGood53084.6
August 2013FairSatisfactorySatisfactorySatisfactory53084.6
August 2011FairSatisfactorySatisfactorySatisfactory56084.5
September 2009FairSatisfactorySatisfactorySatisfactory61084.4
August 2007FairSatisfactorySatisfactorySatisfactory61084.4
August 2005FairSatisfactorySatisfactorySatisfactory63084.4
August 2003FairFairSatisfactoryFair60072.3
September 2001FairFairSatisfactoryFair50072.5
October 1999FairFairSatisfactoryFair60072.2
September 1997FairFairFairFair60074.2
October 1995FairFairFairFair54074.4
November 1993FairFairFairFair54074.4
November 1991FairFairFairFair54074.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.640640000
Deck
Reinforced Concrete Top Flangesq. ft.4,8004,800000
Substructure
Reinforced Concrete Abutmentlinear ft.6060000
Prestressed Concrete Pileeach1601600
Reinforced Concrete Pier Caplinear ft.108108000
Joints
Pourable Jointlinear ft.150001500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320320000