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OLD HIGHWAY 3 over FLINT RIVER TRIB

Map

Coordinates:
+31.41005, -84.14625
31°24'36" N, 84°08'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD HIGHWAY 3 over FLINT RIVER TRIB
Structure number:000000020500090
Location:2 MI S DOUGHERTY CO LN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:16.1 ft. [4.9 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1921
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:820 [as of 2011]
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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:51.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$188,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairGoodGoodSatisfactory82051.9
July 2014FairSatisfactorySatisfactorySatisfactory82051.9
July 2012FairSatisfactorySatisfactorySatisfactory82051.9
July 2010FairSatisfactorySatisfactorySatisfactory78051.9
August 2008FairSatisfactorySatisfactorySatisfactory78051.9
August 2006FairSatisfactorySatisfactorySatisfactory81057.5
July 2004FairSatisfactorySatisfactorySatisfactory72057.5
August 2002FairSatisfactorySatisfactorySatisfactory111054.4
July 2000FairSatisfactorySatisfactorySatisfactory110060.5
October 1998FairSatisfactorySatisfactorySatisfactory110060.5
April 1996FairSatisfactorySatisfactorySatisfactory110060.5
June 1994FairSatisfactorySatisfactorySatisfactory110060.4
June 1992FairSatisfactorySatisfactorySatisfactory110060.4
June 1990FairSatisfactorySatisfactorySatisfactory110060.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.4242000
Reinforced Concrete Pileeach40400
Reinforced Concrete Pier Caplinear ft.2121000
Culvert
Reinforced Concrete Culvertlinear ft.2020000
Joints
Pourable Jointlinear ft.6060000
Deck
Reinforced Concrete Slabsq. ft.864864000
Wearing Surfacessq. ft.8648046000