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FORTIFICATION ST over TOWN CREEK

Map

Coordinates:
+32.31164, -90.19782
32°18'42" N, 90°11'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FORTIFICATION ST over TOWN CREEK
Structure number:SA2500000000112
Location:SEC 4 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:18.0 ft. [5.5 m]
Total length:58.1 ft. [17.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,300 [as of 2015]
Truck traffic:8% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.3

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
February 201799.3Good8 out of 10-5300
February 201599.3Good8 out of 10-5300
February 201399.3Good8 out of 10-5300
February 201199.3Good8 out of 10-5300
February 201099.3Good8 out of 10-5300
November 200799.3Good8 out of 10-5300
November 200599.3Good7 out of 10-5300
February 200496.2Good7 out of 10-5300
February 200296.2Good7 out of 10-5300
February 200097.2Good7 out of 10-5490
March 199897.2Good7 out of 10-5490
April 199697.2Good7 out of 10-5490