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WOODROW WILSON over TOWN CR

Map 

Coordinates:
+32.32372, -90.21695
32°19'25" N, 90°13'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

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]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201477.7Functionally obsolete---18000
February 201377.7Functionally obsolete---18000
February 201177.7Functionally obsolete---18000
February 201077.7Functionally obsolete---18000
January 200979.8Not deficient---18000
November 200779.8Not deficient---18000
November 200580.9Not deficient---18000
February 200479.8Not deficient---18000
January 200280.9Not deficient---18000
February 200081.4Not deficient---14990
March 199881.4Not deficient---14990
April 199681.4Not deficient---14990