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RIBAULT SCENIC DR over LONG BRANCH CREEK

Map

Coordinates:
+30.39778, -81.69917
30°23'52" N, 81°41'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIBAULT SCENIC DR over LONG BRANCH CREEK
Structure number:724332
Location:0.1 MI W OF RESTLAWN DR
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:43.0 ft. [13.1 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,081 [as of 2016]
Truck traffic:10% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:64.7 tons [58.8 metric tons]
Inventory rating:56.4 tons [51.3 metric tons]
Sufficiency rating:99.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201699.0FairGoodGoodSatisfactory-1081
February 201499.0FairGoodGoodSatisfactory-1081
February 201299.0FairGoodGoodSatisfactory-1081
February 2010100.0FairGoodGoodSatisfactory-1081
February 200899.9FairGoodGoodSatisfactory-1081
February 200699.9FairGoodGoodSatisfactory-1081
February 200499.9FairGoodGoodSatisfactory-1081
February 200299.8FairGoodGoodSatisfactory-1081
February 200099.8FairGoodGoodSatisfactory-1081
February 199899.8GoodGoodGoodGood-1081
February 199699.8GoodVery GoodVery GoodGood-1081
February 199499.8GoodVery GoodVery GoodVery Good-1081
February 199299.8GoodVery GoodVery GoodVery Good-1081