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ALYCE ST over CANEY CREEK

Map 

Coordinates:
+32.27696, -90.26696
32°16'37" N, 90°16'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2016 

Status:Open, no restriction [A]
Average daily traffic:250 [as of 2014]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201688.0Not deficientGoodGoodFair250
February 201588.0Not deficientGoodGoodFair250
February 201368.5Not deficientGoodGoodFair250
February 201168.5Not deficientGoodGoodFair250
February 201068.5Not deficientGoodGoodFair250
November 200768.5Not deficientGoodGoodFair250
November 200568.5Not deficientGoodGoodFair250
February 200478.5Not deficientGoodGoodSatisfactory250
January 200278.5Not deficientGoodGoodGood250
February 200078.5Not deficientGoodGoodGood230
March 199878.5Not deficientGoodGoodGood230
April 199678.5Not deficientGoodGoodGood230