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SPANISH CREEK RD over LONG BRANCH

Map 

Coordinates:
+30.81308, -82.06933
30°48'47" N, 82°04'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SPANISH CREEK RD over LONG BRANCH
Structure number:000000004900420
Location:4 MI SW OF FOLKSTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:16.1 ft. [4.9 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:County Highway Agency [02]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:9
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:200 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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 desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:28.7 tons [26.1 metric tons]
Inventory rating:16.8 tons [15.3 metric tons]
Sufficiency rating:48.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$844,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201548.2FairFairSatisfactoryFair-200
July 201348.2FairFairSatisfactoryFair-200
July 201145.8FairSatisfactoryGoodFairFO150
July 200945.7FairSatisfactoryGoodFairFO160
June 200752.8FairSatisfactoryGoodSatisfactoryFO160
June 200552.7FairSatisfactoryGoodSatisfactoryFO260
June 200352.8FairSatisfactoryGoodSatisfactoryFO200
August 200172.7FairSatisfactoryGoodSatisfactory-100
November 199939.8FairSatisfactoryGoodSatisfactorySD4330
February 199726.7FairSatisfactoryFairSatisfactorySD4330
February 199529.6FairSatisfactoryFairGoodSD2850
January 199340.0FairSatisfactoryFairGood-169
January 199140.0FairSatisfactoryFairGood-169