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FAIRCHILDS ROAD over COFFEE BOGUE CREEK

Map 

Coordinates:
+32.48888, -89.68821
32°29'20" N, 89°41'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAIRCHILDS ROAD over COFFEE BOGUE CREEK
Structure number:SA6200000000067
Location:SEC 4 T 7N R 6E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:80.1 ft. [24.4 m]
Total length:281.8 ft. [85.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Prestressed concrete [5]
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: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2015]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:63.5 tons [57.7 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:96.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$950,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201696.8GoodVery GoodVery GoodVery Good-80
December 201496.8GoodVery GoodVery GoodVery Good-80
December 201278.9GoodVery GoodVery GoodVery Good-80
January 2011100.0GoodExcellentExcellentExcellent-80
December 2009100.0GoodExcellentExcellentExcellent-80
January 200899.9GoodExcellentExcellentExcellent-100
October 200599.9GoodExcellentExcellentExcellent-100
December 200399.9GoodExcellentExcellentExcellent-100
December 200199.9GoodExcellentExcellentExcellent-100
December 200099.9GoodExcellentExcellentExcellent-100
December 199938.8FairFairFairFairSD100
December 199838.8FairFairFairFairSD100
December 199738.8FairFairFairFairSD100
December 199541.5FairSatisfactorySatisfactoryFairSD50