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OLD FOREST ROAD over BARBER CREEK

Map 

Coordinates:
+32.24578, -89.54512
32°14'45" N, 89°32'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD FOREST ROAD over BARBER CREEK
Structure number:SA6200000000021
Location:SEC 26 T 5N R 7E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1999
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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:60 [as of 2013]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:99.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$208,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201499.0Not deficientGoodGoodSatisfactory60
December 201291.9Not deficientGoodGoodSatisfactory60
January 201178.5Not deficientGoodGoodSatisfactory60
December 200978.5Not deficientGoodGoodGood60
January 200878.5Not deficientGoodGoodGood60
September 200578.5Not deficientGoodGoodGood60
December 200378.5Not deficientGoodGoodGood60
December 200178.5Not deficientGoodGoodGood60
December 199978.5Not deficientVery GoodVery GoodVery Good60
December 199834.9Structurally deficientPoorFairSerious60
November 199736.9Structurally deficientFairFairPoor60
December 199536.9Structurally deficientFairFairPoor60