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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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201548.2Not deficientFairSatisfactoryFair200
July 201348.2Not deficientFairSatisfactoryFair200
July 201145.8Functionally obsoleteSatisfactoryGoodFair150
July 200945.7Functionally obsoleteSatisfactoryGoodFair160
June 200752.8Functionally obsoleteSatisfactoryGoodSatisfactory160
June 200552.7Functionally obsoleteSatisfactoryGoodSatisfactory260
June 200352.8Functionally obsoleteSatisfactoryGoodSatisfactory200
August 200172.7Not deficientSatisfactoryGoodSatisfactory100
November 199939.8Structurally deficientSatisfactoryGoodSatisfactory4330
February 199726.7Structurally deficientSatisfactoryFairSatisfactory4330
February 199529.6Structurally deficientSatisfactoryFairGood2850
January 199340.0Not deficientSatisfactoryFairGood169
January 199140.0Not deficientSatisfactoryFairGood169