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ST ANDREWS over LARGE STREAM

Map 

Coordinates:
+32.39389, -90.10472
32°23'38" N, 90°06'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ST ANDREWS over LARGE STREAM
Structure number:SA2500000000273
Location:SEC 4 T 6N R 2E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span 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 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:240 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:34.2 tons [31.1 metric tons]
Sufficiency rating:99.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$127,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201699.5GoodVery GoodVery GoodVery Good-240
February 201499.5GoodVery GoodVery GoodVery Good-240
February 201279.5GoodVery GoodVery GoodVery Good-240
February 201079.5GoodExcellentExcellentExcellent-240
November 200779.5GoodExcellentExcellentExcellent-240
November 200579.5GoodExcellentExcellentExcellent-240
February 200479.5GoodExcellentExcellentExcellent-240
March 200287.8GoodExcellentExcellentExcellent-240
February 200087.8FairSatisfactorySatisfactorySatisfactory-216
March 199887.8FairSatisfactorySatisfactorySatisfactory-216
April 199687.8FairSatisfactorySatisfactorySatisfactory-216