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COUNTY DIRT RD over FEAGIN CREEK

Map 

Coordinates:
+31.38333, -86.41667
31°22'60" N, 86°25'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY DIRT RD over FEAGIN CREEK
Structure number:011040
Old structure number:0000000020134Z0 (from 1992 edition)
Location:NW SHILOH CHURCH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:County Highway Agency [02]
Year built:1935
Year reconstructed:1974
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:2
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: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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:49.8 tons [45.3 metric tons]
Inventory rating:29.8 tons [27.1 metric tons]
Sufficiency rating:78.0
Estimated cost of work:$376,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201678.0Not deficientSatisfactorySatisfactoryFair80
March 201478.0Not deficientSatisfactorySatisfactoryFair80
March 201278.0Not deficientSatisfactorySatisfactoryFair80
March 201078.0Not deficientSatisfactorySatisfactoryFair80
March 200878.0Not deficientSatisfactorySatisfactoryFair80
March 200689.0Not deficientSatisfactorySatisfactorySatisfactory80
March 200489.0Not deficientSatisfactorySatisfactorySatisfactory80
March 200289.0Not deficientSatisfactoryGoodGood80
March 200089.0Not deficientGoodGoodGood80
March 199889.1Not deficientGoodGoodGood80
February 199788.9Not deficientGoodGoodGood80
January 199587.9Not deficientGoodVery GoodVery Good80
February 199392.0Not deficientGoodVery GoodVery Good80
February 199176.6Not deficientGoodVery GoodVery Good80