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W WOODROW WILSON over TRIB TOWN CRK

Map

Coordinates:
+32.32378, -90.21702
32°19'26" N, 90°13'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,000 [as of 2016]
Truck traffic:8% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:79.0
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

DateSuff. RatingConditionCulvert ConditionSD/FOADT
February 201679.0Good7 out of 10FO17000
February 201579.0Good8 out of 10FO17000
February 201478.8Good8 out of 10FO18000
February 201278.8Good8 out of 10FO18000
February 201078.8Good8 out of 10FO18000
November 200778.8Good8 out of 10FO18000
November 200578.8Good8 out of 10FO18000
February 200478.8Good8 out of 10FO18000
January 200278.8Good8 out of 10FO18000
February 200079.2Good8 out of 10FO14650
March 199879.2Good8 out of 10FO14650
April 199679.2Good8 out of 10FO14650