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ERIE ST over TRIB TOWN CREEK

Map

Coordinates:
+32.31950, -90.19808
32°19'10" N, 90°11'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ERIE ST over TRIB TOWN CREEK
Structure number:SA2500000000256
Location:SEC 33 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1966
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:440 [as of 2016]
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]
Sufficiency rating:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Good8 out of 10440100.0
February 2016Good8 out of 10440100.0
February 2014Good8 out of 10440100.0
February 2012Good8 out of 10440100.0
February 2010Good8 out of 10440100.0
November 2007Good7 out of 1060096.9
November 2005Good7 out of 1060096.9
February 2004Good7 out of 1060094.9
January 2002Good7 out of 1060097.9
February 2000Good8 out of 1057697.9
March 1998Good8 out of 1057697.9
April 1996Good8 out of 1057697.9