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WOODROW WILSON over TOWN CR

Map

Coordinates:
+32.32381, -90.21728
32°19'26" N, 90°13'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WOODROW WILSON over TOWN CR
Structure number:SA2500000000250
Location:SEC 32 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:18.0 ft. [5.5 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1962
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 2013]
Truck traffic:8% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$344,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2016Fair6 out of 101800077.7
September 2014Fair6 out of 101800077.7
February 2013Fair6 out of 101800077.7
February 2011Fair6 out of 101800077.7
February 2010Fair6 out of 101800077.7
January 2009Fair6 out of 101800079.8
November 2007Fair6 out of 101800079.8
November 2005Fair6 out of 101800080.9
February 2004Good7 out of 101800079.8
January 2002Good7 out of 101800080.9
February 2000Good8 out of 101499081.4
March 1998Good8 out of 101499081.4
April 1996Good8 out of 101499081.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2612433150
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.197319400