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US0090 over B CROCODILE

Map 

Coordinates:
+29.88139, -90.42866
29°52'53" N, 90°25'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US0090 over B CROCODILE
Structure number:024500050805821
Location:1.0 MI EAST OF LA 306
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:7.5 ft. [2.3 m]
Deck width edge-to-edge:109.9 ft. [33.5 m]
Skew angle:75°
Owner:State Highway Agency [01]
Year built:1965
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]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2014]
Truck traffic:14% of total traffic
Structural appraisal:Unknown [*]
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$205,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201481.0Functionally obsolete---30000
May 201281.0Functionally obsolete---31100
June 201081.0Functionally obsolete---31300
July 200881.0Functionally obsolete---30700
August 200685.0Not deficient---29300
May 200485.0Not deficient---27700
April 200285.0Not deficient---27800
June 199883.0Not deficient---29110
October 199583.0Not deficient---21306
December 199383.0Not deficient---25997
September 199183.0Not deficient---24907