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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 2014 

Status:Open, no restriction [A]
Average daily traffic:80 [as of 2013]
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 desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201496.8Not deficientVery GoodVery GoodVery Good80
December 201278.9Not deficientVery GoodVery GoodVery Good80
January 2011100.0Not deficientExcellentExcellentExcellent80
December 2009100.0Not deficientExcellentExcellentExcellent80
January 200899.9Not deficientExcellentExcellentExcellent100
October 200599.9Not deficientExcellentExcellentExcellent100
December 200399.9Not deficientExcellentExcellentExcellent100
December 200199.9Not deficientExcellentExcellentExcellent100
December 200099.9Not deficientExcellentExcellentExcellent100
December 199938.8Structurally deficientFairFairFair100
December 199838.8Structurally deficientFairFairFair100
December 199738.8Structurally deficientFairFairFair100
December 199541.5Structurally deficientSatisfactorySatisfactoryFair50