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WILSON BATES ROAD over BRANCH OF FANNEGUSHA CK

Map 

Coordinates:
+32.44918, -89.75189
32°26'57" N, 89°45'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILSON BATES ROAD over BRANCH OF FANNEGUSHA CK
Structure number:SA6200000000063
Location:SEC 14 T 7N R 5E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1996
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: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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 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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:98.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$330,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201698.9FairGoodSatisfactorySatisfactory-100
December 201498.9FairGoodGoodSatisfactory-100
December 201291.8GoodGoodVery GoodGood-100
January 201178.5GoodVery GoodVery GoodGood-100
December 200978.5GoodVery GoodVery GoodGood-100
January 200878.5GoodVery GoodVery GoodGood-100
October 200571.4GoodVery GoodVery GoodVery Good-120
December 200371.4GoodVery GoodVery GoodVery Good-120
December 200171.4GoodVery GoodVery GoodVery Good-120
January 200071.4GoodVery GoodVery GoodVery Good-120
December 199771.4GoodVery GoodVery GoodVery Good-120
December 199531.0FairSatisfactorySatisfactorySatisfactorySD120