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SR-115 NB over RIBAULT RIVER

Map 

Coordinates:
+30.39556, -81.68278
30°23'44" N, 81°40'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-115 NB over RIBAULT RIVER
Structure number:720272
Location:SR-115 OVER RIBAULT RIVER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:61.0 ft. [18.6 m]
Total length:747.1 ft. [227.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Owner:State Highway Agency [01]
Year built:1951
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:18
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,500 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:52.8 tons [48.0 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:76.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,506,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201676.0FairSatisfactorySatisfactorySatisfactoryFO15500
October 201476.1FairSatisfactorySatisfactorySatisfactoryFO15000
October 201276.2FairSatisfactorySatisfactorySatisfactoryFO14500
October 201076.1FairSatisfactorySatisfactorySatisfactoryFO15000
October 200876.0FairSatisfactorySatisfactorySatisfactoryFO15750
October 200675.9FairSatisfactorySatisfactorySatisfactoryFO16250
October 200476.1FairSatisfactorySatisfactorySatisfactoryFO14750
October 200275.9FairSatisfactorySatisfactorySatisfactoryFO16250
October 200077.0FairSatisfactorySatisfactorySatisfactoryFO15000
November 199878.1GoodGoodGoodGoodFO14500
November 199677.0GoodGoodGoodGoodFO14250
November 199474.4GoodGoodGoodGoodFO14000
November 199274.5GoodGoodGoodGoodFO13220
November 199063.9FairGoodGoodFairFO13900