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HOWELL DRIVE over RIBAULT RIVER

Map 

Coordinates:
+30.39333, -81.71306
30°23'36" N, 81°42'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201633.7Structurally deficientFairFairPoor8641
February 201433.7Structurally deficientFairFairPoor8641
February 201233.7Structurally deficientFairFairPoor8641
February 201033.7Structurally deficientFairFairPoor8641
February 200836.4Structurally deficientFairFairPoor8641
February 200637.6Structurally deficientSatisfactorySatisfactoryPoor8641
February 200437.6Structurally deficientSatisfactorySatisfactoryPoor8641
February 200237.5Structurally deficientSatisfactorySatisfactoryPoor8641
February 200053.0Not deficientSatisfactorySatisfactoryFair8641
February 199962.3Not deficientGoodGoodSatisfactory8641
February 199663.3Functionally obsoleteGoodGoodSatisfactory8641
January 199463.3Functionally obsoleteSatisfactorySatisfactorySatisfactory8641
March 199460.9Functionally obsoleteSatisfactorySatisfactorySatisfactory8641
February 199261.4Functionally obsoleteSatisfactorySatisfactorySatisfactory8641