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GRIFFITH ST over TOWN CREEK

Map

Coordinates:
+32.30302, -90.18948
32°18'11" N, 90°11'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:GRIFFITH ST over TOWN CREEK
Structure number:SA2500000000109
Location:SEC 3 T 5N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:21.0 ft. [6.4 m]
Total length:84.0 ft. [25.6 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1961
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:4
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:860 [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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
February 201799.9Good8 out of 10-860
February 201599.9Good8 out of 10-860
February 201399.9Good8 out of 10-860
February 201199.9Good8 out of 10-860
February 201099.9Good8 out of 10-860
November 200799.8Good8 out of 10-1800
November 200599.8Good8 out of 10-1700
February 200499.8Good8 out of 10-1700
March 200299.8Good8 out of 10-1700
February 200099.8Good8 out of 10-2100
March 199899.8Good8 out of 10-2100
April 199699.8Good8 out of 10-2100