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GRIFFITH ST over TOWN CREEK

Map

Coordinates:
+32.30300, -90.18964
32°18'11" N, 90°11'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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]
Sufficiency rating:99.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Good8 out of 1086099.9
February 2015Good8 out of 1086099.9
February 2013Good8 out of 1086099.9
February 2011Good8 out of 1086099.9
February 2010Good8 out of 1086099.9
November 2007Good8 out of 10180099.8
November 2005Good8 out of 10170099.8
February 2004Good8 out of 10170099.8
March 2002Good8 out of 10170099.8
February 2000Good8 out of 10210099.8
March 1998Good8 out of 10210099.8
April 1996Good8 out of 10210099.8