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W WOODROW WILSON over TRIB TOWN CRK

Map

Coordinates:
+32.32622, -90.20974
32°19'34" N, 90°12'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W WOODROW WILSON over TRIB TOWN CRK
Structure number:SA2500000000251
Location:SEC 32 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:18,700 [as of 2018]
Truck traffic:8% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:66.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$156,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Good7 out of 101870066.0
February 2016Good7 out of 101700079.0
February 2015Good8 out of 101700079.0
February 2014Good8 out of 101800078.8
February 2012Good8 out of 101800078.8
February 2010Good8 out of 101800078.8
November 2007Good8 out of 101800078.8
November 2005Good8 out of 101800078.8
February 2004Good8 out of 101800078.8
January 2002Good8 out of 101800078.8
February 2000Good8 out of 101465079.2
March 1998Good8 out of 101465079.2
April 1996Good8 out of 101465079.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.1501033980
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.84463800
Steel Protective Coatingsq. ft.162820080