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ASH ST over TRIB TOWN CREEK

Map

Coordinates:
+32.31489, -90.19217
32°18'54" N, 90°11'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ASH ST over TRIB TOWN CREEK
Structure number:SA2500000000253
Location:SEC 33 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1967
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:2
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:100 [as of 2016]
Structural appraisal:Better than present minimum criteria [7]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
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 2017Good7 out of 10100100.0
February 2016Good8 out of 10100100.0
February 2014Good8 out of 10100100.0
February 2012Good8 out of 10100100.0
February 2010Good8 out of 10100100.0
November 2007Good8 out of 10240100.0
November 2005Good8 out of 10470100.0
February 2004Good8 out of 10470100.0
January 2002Good8 out of 10470100.0
February 2000Good8 out of 10450100.0
March 1998Good8 out of 10450100.0
April 1996Good8 out of 10450100.0