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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:18.7 ft. [5.7 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 2014 

Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2013]
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: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]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,506,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201476.1Functionally obsoleteSatisfactorySatisfactorySatisfactory15000
October 201276.2Functionally obsoleteSatisfactorySatisfactorySatisfactory14500
October 201076.1Functionally obsoleteSatisfactorySatisfactorySatisfactory15000
October 200876.0Functionally obsoleteSatisfactorySatisfactorySatisfactory15750
October 200675.9Functionally obsoleteSatisfactorySatisfactorySatisfactory16250
October 200476.1Functionally obsoleteSatisfactorySatisfactorySatisfactory14750
October 200275.9Functionally obsoleteSatisfactorySatisfactorySatisfactory16250
October 200077.0Functionally obsoleteSatisfactorySatisfactorySatisfactory15000
November 199878.1Functionally obsoleteGoodGoodGood14500
November 199677.0Functionally obsoleteGoodGoodGood14250
November 199474.4Functionally obsoleteGoodGoodGood14000
November 199274.5Functionally obsoleteGoodGoodGood13220
November 199063.9Functionally obsoleteGoodGoodFair13900