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HOWELL DRIVE over RIBAULT RIVER

Map

Coordinates:
+30.39333, -81.71306
30°23'36" N, 81°42'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOWELL DRIVE over RIBAULT RIVER
Structure number:724147
Location:200FT N OF RIBAULT SCENIC
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:480.0 ft. [146.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:24
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:8,641 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:36.2 tons [32.9 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:33.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$8,708,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201633.7PoorFairFairPoorSD8641
February 201433.7PoorFairFairPoorSD8641
February 201233.7PoorFairFairPoorSD8641
February 201033.7PoorFairFairPoorSD8641
February 200836.4PoorFairFairPoorSD8641
February 200637.6PoorSatisfactorySatisfactoryPoorSD8641
February 200437.6PoorSatisfactorySatisfactoryPoorSD8641
February 200237.5PoorSatisfactorySatisfactoryPoorSD8641
February 200053.0FairSatisfactorySatisfactoryFair-8641
February 199962.3FairGoodGoodSatisfactory-8641
February 199663.3FairGoodGoodSatisfactoryFO8641
March 199460.9FairSatisfactorySatisfactorySatisfactoryFO8641
January 199463.3FairSatisfactorySatisfactorySatisfactoryFO8641
February 199261.4FairSatisfactorySatisfactorySatisfactoryFO8641