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LOCAL ROAD over OCKLEY DITCH

Map 

Coordinates:
+32.47500, -93.75500
32°28'30" N, 93°45'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over OCKLEY DITCH
Structure number:040932285934531
Location:2.3 M N OF LA 511
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Owner:City or Municipal Highway Agency [04]
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:8,132 [as of 1979]
Structural appraisal:Unknown [*]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$187,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201577.0Functionally obsolete---8132
March 201377.0Functionally obsolete---8132
March 201178.0Functionally obsolete---8132
April 200980.0Functionally obsolete---8132
March 200780.0Functionally obsolete---8132
March 200580.0Functionally obsolete---8132
March 200380.0Functionally obsolete---8132
February 200180.0Functionally obsolete---8132
March 199980.0Functionally obsolete---8132
February 199780.0Functionally obsolete---8132
January 199579.2Functionally obsolete---8132
March 199379.2Functionally obsolete---8132
March 199179.2Functionally obsolete---8132