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FAIRFIELD AVENUE over OCKLEY DITCH

Map

Coordinates:
+32.47333, -93.75000
32°28'24" N, 93°45'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAIRFIELD AVENUE over OCKLEY DITCH
Structure number:040932284934501
Location:2.2 MILES N OF LA 511
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:60.0 ft. [18.3 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete continuous [2]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 1987]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodVery GoodVery GoodVery Good1000094.0
March 2015GoodVery GoodVery GoodVery Good1000094.0
March 2013GoodVery GoodVery GoodVery Good1000094.0
March 2011GoodVery GoodVery GoodVery Good1000095.0
March 2009GoodVery GoodVery GoodVery Good1000095.0
March 2007GoodVery GoodVery GoodVery Good1000095.0
March 2005GoodVery GoodVery GoodVery Good1000095.0
March 2003GoodVery GoodVery GoodVery Good1000095.0
February 2001GoodVery GoodVery GoodVery Good1000095.0
March 1999GoodVery GoodVery GoodVery Good1000095.0
July 1997GoodVery GoodVery GoodVery Good1000095.0
February 1997----110542.0
January 1995Poor---1105446.7
March 1993Poor---1105446.7
March 1991Poor---1105446.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.720720000
Deck
Prestressed Concrete Top Flangesq. ft.1,9201,920000
Wearing Surfacessq. ft.1,9201,920000
Substructure
Reinforced Concrete Abutmentlinear ft.136130330
Joints
Pourable Jointlinear ft.100001000
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.120120000