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MOORE AVE over BURNT CANE CREEK

Map

Coordinates:
+32.58909, -90.29619
32°35'21" N, 90°17'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MOORE AVE over BURNT CANE CREEK
Structure number:SA4500000000059
Location:SEC 33 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:151.9 ft. [46.3 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:1973
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:8
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,100 [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:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 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:78.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$448,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201678.1GoodGoodGoodVery GoodFO1100
November 201578.1GoodGoodGoodVery GoodFO1100
November 201378.1GoodGoodGoodVery GoodFO1100
December 201247.9FairGoodGoodFairFO1100
December 201147.7FairGoodGoodFairFO1100
December 201047.7FairGoodGoodFairFO1100
January 201056.0FairGoodGoodSatisfactoryFO1100
January 200956.0FairGoodGoodSatisfactoryFO1100
February 200856.0FairGoodGoodSatisfactoryFO1100
January 200658.5FairGoodGoodSatisfactory-920
January 200458.4FairGoodGoodSatisfactory-1000
January 200258.4FairGoodGoodSatisfactory-1000
February 200058.7GoodGoodGoodGood-760
March 199858.7GoodGoodGoodGood-760
January 199658.7GoodGoodGoodGood-760