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COUNTY DIRT RD over FEAGIN CREEK

Map 

Coordinates:
+31.42137, -86.41383
31°25'17" N, 86°24'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY DIRT RD over FEAGIN CREEK
Structure number:014087
Old structure number:0000000020135Z0 (from 1992 edition)
Location:BOB GANTT MILL RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:17.7 ft. [5.4 m]
Deck width edge-to-edge:19.0 ft. [5.8 m]
Owner:County Highway Agency [02]
Year built:1952
Year reconstructed:1987
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:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:80 [as of 1994]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:77.8 tons [70.7 metric tons]
Inventory rating:46.8 tons [42.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:87.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$568,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201687.0Functionally obsoleteGoodGoodSatisfactory80
March 201476.0Functionally obsoleteGoodGoodFair80
March 201276.0Functionally obsoleteGoodGoodFair80
March 201076.0Functionally obsoleteGoodGoodFair80
March 200876.0Functionally obsoleteGoodGoodFair80
March 200687.0Functionally obsoleteGoodGoodSatisfactory80
March 200487.0Functionally obsoleteGoodGoodSatisfactory80
March 200288.0Functionally obsoleteGoodVery GoodGood80
March 200084.0Structurally deficientVery GoodVery GoodVery Good80
March 199884.0Structurally deficientVery GoodVery GoodVery Good80
February 199788.0Functionally obsoleteVery GoodVery GoodVery Good80
January 199579.5Not deficientVery GoodVery GoodVery Good80
January 199359.0Not deficientVery GoodVery GoodVery Good80
February 199148.8Not deficientVery GoodVery GoodVery Good80