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CR 95 over SPANISH CREEK

Map 

Coordinates:
+30.89094, -82.08141
30°53'27" N, 82°04'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 95 over SPANISH CREEK
Structure number:000000004950520
Location:5 MI N OF FOLKSTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:175.9 ft. [53.6 m]
Roadway width between curbs:20.3 ft. [6.2 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 13.5 / H 15 [2]
Number of main spans:11
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:80 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:29.7 tons [27.0 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:63.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,032,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201563.7Not deficientSatisfactorySatisfactoryFair80
July 201363.7Not deficientSatisfactorySatisfactoryFair80
June 201149.2Not deficientGoodGoodFair104
June 200949.2Not deficientGoodGoodFair140
June 200749.2Not deficientGoodGoodFair140
June 200563.8Not deficientGoodGoodFair70
June 200373.7Not deficientGoodGoodGood100
August 200173.7Not deficientGoodGoodGood100
November 199948.7Not deficientGoodGoodGood170
February 199737.7Structurally deficientGoodFairGood170
February 199547.7Not deficientGoodSatisfactoryGood170
January 199347.7Not deficientGoodSatisfactoryGood170
January 199147.7Not deficientGoodSatisfactoryGood170