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OCKLEY DRIVE over OCKLEY DITCH

Map

Coordinates:
+32.47000, -93.74667
32°28'12" N, 93°44'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:OCKLEY DRIVE over OCKLEY DITCH
Structure number:040932282934481
Location:1.9 MI NORTH OF LA 511
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:59.1 ft. [18.0 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Skew angle:53°
Owner:City or Municipal Highway Agency [04]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 1979]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:85.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201785.7GoodGoodGoodGoodFO300
March 201585.5GoodGoodGoodGoodFO300
March 201389.5GoodGoodGoodGood-300
March 201192.5GoodGoodGoodGood-300
March 200992.5GoodVery GoodVery GoodVery Good-300
March 200792.5GoodVery GoodVery GoodGood-300
March 200592.5GoodVery GoodVery GoodGood-300
March 200392.5GoodVery GoodVery GoodGood-300
February 200192.5GoodVery GoodVery GoodGood-300
March 199992.5GoodVery GoodVery GoodGood-300
February 199792.5GoodVery GoodVery GoodGood-300
January 199592.5GoodVery GoodVery GoodGood-300
March 199392.5GoodVery GoodVery GoodGood-300
March 199192.5GoodVery GoodVery GoodVery Good-300