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VIRILLA ROAD over BURNT CANE CREEK

Map

Coordinates:
+32.59339, -90.29962
32°35'36" N, 90°17'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:VIRILLA ROAD over BURNT CANE CREEK
Structure number:SA4500000000053
Location:SEC 28 T 9N R 1W B
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:19.0 ft. [5.8 m]
Total length:132.9 ft. [40.5 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:1969
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:7
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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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:92.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$358,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201692.0GoodGoodGoodGood-150
November 201492.0GoodGoodGoodGood-150
December 201271.5GoodGoodGoodGood-150
December 201071.5FairGoodSatisfactoryGood-150
January 201071.5FairGoodSatisfactoryGood-150
February 200871.5FairGoodSatisfactoryGood-150
January 200671.5FairGoodSatisfactoryGood-150
January 200471.5FairGoodSatisfactoryGood-150
January 200271.5FairGoodSatisfactoryGood-150
February 200071.5FairVery GoodSatisfactoryExcellent-130
March 199871.5GoodVery GoodVery GoodExcellent-130
April 199728.8PoorVery GoodVery GoodImminent FailureSD130
January 199632.6PoorVery GoodVery GoodPoorSD130