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FAS 568 over ALAPAHA RIVER

Map

Coordinates:
+30.82801, -83.01870
30°49'41" N, 83°01'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 568 over ALAPAHA RIVER
Structure number:000000010100260
Location:APP 2 MI E OF HOWELL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:100.1 ft. [30.5 m]
Total length:359.9 ft. [109.7 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1955
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:5
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: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:310 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 desirable criteria [8]
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]
Operating rating:38.6 tons [35.1 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:70.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,110,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201570.1FairFairSatisfactorySatisfactory-310
July 201370.1FairFairSatisfactorySatisfactory-310
June 201161.8FairFairSatisfactoryFair-420
September 200961.8FairFairSatisfactoryFair-420
July 200761.4FairFairSatisfactoryFair-730
August 200561.4FairFairSatisfactoryFair-750
July 200361.5FairFairSatisfactoryFair-700
September 200151.1FairFairSatisfactoryFair-600
August 199956.4FairFairSatisfactorySatisfactory-800
August 199749.1FairFairFairFair-800
September 199550.7FairFairFairFair-700
October 199351.9FairSatisfactorySatisfactoryFair-550
October 199162.1FairSatisfactorySatisfactorySatisfactory-510

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,44001,44000
Steel Protective Coatingsq. ft.10,71405,3584,2871,069
Deck
Reinforced Concrete Decksq. ft.10,7285,0935,63500
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Pier Walllinear ft.2622400
Reinforced Concrete Abutmentlinear ft.6060000
Steel Pileeach1601600
Steel Protective Coatingsq. ft.856042834286
Reinforced Concrete Pier Caplinear ft.104104000
Joints
Pourable Jointlinear ft.180180000
Bearings
Movable Bearingeach2402400
Steel Protective Coatingsq. ft.2400240
Fixed Bearingeach1601600
Steel Protective Coatingsq. ft.1600160
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.720720000