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US 82 COR Z (WBL) over WILLACOOCHEE RIVER O/F

Map

Coordinates:
+31.35862, -83.10182
31°21'31" N, 83°06'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 82 COR Z (WBL) over WILLACOOCHEE RIVER O/F
Structure number:000000000300090
Location:3 MI W OF WILLACOOCHEE
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:400.0 ft. [121.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:10
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: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,620 [as of 2012]
Truck traffic:39% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:38.6 tons [35.1 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:61.7
Estimated cost of work:$2,344,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201561.7GoodGoodGoodGoodFO3620
May 201361.7GoodGoodGoodGoodFO3620
April 201161.7GoodGoodGoodGoodFO4340
May 200961.7GoodGoodGoodGoodFO4340
May 200761.6GoodGoodGoodGoodFO5290
May 200561.6GoodGoodGoodGoodFO5450
May 200375.6GoodGoodGoodGoodFO5900
June 200170.0GoodGoodGoodGoodFO3100
June 199970.0GoodGoodGoodGoodFO3100
June 199773.0FairSatisfactoryGoodGoodFO3100
June 199573.0FairSatisfactoryGoodGoodFO3100
June 199373.0GoodGoodGoodGoodFO3090
June 199173.0GoodGoodGoodGoodFO3090

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,6001,600000
Deck
Reinforced Concrete Top Flangesq. ft.13,80013,800000
Substructure
Reinforced Concrete Abutmentlinear ft.7070000
Prestressed Concrete Pileeach3636000
Reinforced Concrete Pier Caplinear ft.270270000
Joints
Pourable Jointlinear ft.866866000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.800800000