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FAS 568 over ALAPAHA RIVER OVERFLOW

Map

Coordinates:
+30.82777, -83.01330
30°49'40" N, 83°00'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 568 over ALAPAHA RIVER OVERFLOW
Structure number:000000010100270
Location:APP 2.5 MI E OF HOWELL
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.9 ft. [7.6 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:14
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:310 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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: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:25.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,231,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201525.9PoorFairFairCriticalSD310
July 201325.9PoorFairFairImminent FailureSD310
November 201125.5PoorFairFairImminent FailureSD400
July 200925.4PoorFairFairImminent FailureSD420
July 200723.8PoorFairFairImminent FailureSD730
August 200523.7PoorFairFairImminent FailureSD750
July 200323.9PoorFairFairImminent FailureSD700
August 200140.3PoorFairFairPoorSD600
August 199960.0FairFairFairFair-700
August 199758.4FairFairFairFair-700
September 199562.9FairFairFairFair-700
October 199364.1FairSatisfactorySatisfactoryFair-550
October 199164.1FairSatisfactorySatisfactoryFair-510

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.5050000
Timber Pileeach5506490
Reinforced Concrete Pier Caplinear ft.325325000
Joints
Pourable Jointlinear ft.420000420
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.420420000
Deck
Reinforced Concrete Slabsq. ft.5,2503,6681,58200