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HOWELL ROAD over GRAND BAY CREEK

Map

Coordinates:
+30.82997, -83.10781
30°49'48" N, 83°06'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOWELL ROAD over GRAND BAY CREEK
Structure number:000000018500630
Location:APP 9.6 MI E OF VALDOSTA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:270.0 ft. [82.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1958
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:9
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: January 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:710 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:33.7 tons [30.6 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:60.8
Estimated cost of work:$1,582,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201660.8FairSatisfactoryGoodFair-710
January 201460.8FairSatisfactorySatisfactoryFair-710
January 201260.9FairSatisfactorySatisfactoryFair-640
February 201060.8FairSatisfactorySatisfactoryFair-690
January 200860.8FairSatisfactorySatisfactoryFair-690
February 200664.1FairSatisfactorySatisfactorySatisfactory-760
January 200471.1FairSatisfactorySatisfactorySatisfactory-600
December 200176.9FairSatisfactorySatisfactorySatisfactory-700
February 200070.0FairSatisfactorySatisfactorySatisfactory-760
April 199870.0FairSatisfactorySatisfactorySatisfactory-760
March 199670.0FairSatisfactorySatisfactorySatisfactory-760
March 199470.0FairSatisfactorySatisfactorySatisfactory-760
March 199270.0FairSatisfactoryGoodGood-760
June 199071.6FairSatisfactoryGoodGood-560

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,0801,080000
Deck
Reinforced Concrete Top Flangesq. ft.8,6406,4802,16000
Substructure
Reinforced Concrete Abutmentlinear ft.3232000
Prestressed Concrete Pileeach3208240
Reinforced Concrete Pier Caplinear ft.200200000
Joints
Pourable Jointlinear ft.280280000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.540540000