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ALYCE ST over CANEY CREEK

Map

Coordinates:
+32.27696, -90.26696
32°16'37" N, 90°16'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ALYCE ST over CANEY CREEK
Structure number:SA2500000000138
Location:SEC 14 T 5N R 1W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1977
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:250 [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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:64.1 tons [58.3 metric tons]
Inventory rating:38.5 tons [35.0 metric tons]
Sufficiency rating:88.0
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201788.0FairGoodGoodFair-250
February 201688.0FairGoodGoodFair-250
February 201588.0FairGoodGoodFair-250
February 201368.5FairGoodGoodFair-250
February 201168.5FairGoodGoodFair-250
February 201068.5FairGoodGoodFair-250
November 200768.5FairGoodGoodFair-250
November 200568.5FairGoodGoodFair-250
February 200478.5FairGoodGoodSatisfactory-250
January 200278.5GoodGoodGoodGood-250
February 200078.5GoodGoodGoodGood-230
March 199878.5GoodGoodGoodGood-230
April 199678.5GoodGoodGoodGood-230