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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 2015 

Status:Open, no restriction [A]
Average daily traffic:17,000 [as of 2016]
Truck traffic:8% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
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: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]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201579.0Functionally obsolete---17000
February 201478.8Functionally obsolete---18000
February 201278.8Functionally obsolete---18000
February 201078.8Functionally obsolete---18000
November 200778.8Functionally obsolete---18000
November 200578.8Functionally obsolete---18000
February 200478.8Functionally obsolete---18000
January 200278.8Functionally obsolete---18000
February 200079.2Functionally obsolete---14650
March 199879.2Functionally obsolete---14650
April 199679.2Functionally obsolete---14650