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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 2014 

Status:Open, no restriction [A]
Average daily traffic:100 [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 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:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$39,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201498.9Not deficientGoodGoodSatisfactory100
December 201291.8Not deficientGoodVery GoodGood100
January 201178.5Not deficientVery GoodVery GoodGood100
December 200978.5Not deficientVery GoodVery GoodGood100
January 200878.5Not deficientVery GoodVery GoodGood100
October 200571.4Not deficientVery GoodVery GoodVery Good120
December 200371.4Not deficientVery GoodVery GoodVery Good120
December 200171.4Not deficientVery GoodVery GoodVery Good120
January 200071.4Not deficientVery GoodVery GoodVery Good120
December 199771.4Not deficientVery GoodVery GoodVery Good120
December 199531.0Structurally deficientSatisfactorySatisfactorySatisfactory120