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SOUTHERN AVE 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:SOUTHERN AVE 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 2017

Good/Fair/Poor Condition:Fair
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]
Pier/abutment protection:Navigation protection not required [1]
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]
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. RatingConditionCulvert ConditionSD/FOADT
March 201777.0Fair6 out of 10FO8132
March 201577.0Good7 out of 10FO8132
March 201377.0Good7 out of 10FO8132
March 201178.0Good7 out of 10FO8132
April 200980.0Good7 out of 10FO8132
March 200780.0Good7 out of 10FO8132
March 200580.0Good7 out of 10FO8132
March 200380.0Good7 out of 10FO8132
February 200180.0Good7 out of 10FO8132
March 199980.0Good7 out of 10FO8132
February 199780.0Good7 out of 10FO8132
January 199579.2Good7 out of 10FO8132
March 199379.2Good7 out of 10FO8132
March 199179.2Good7 out of 10FO8132