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OCKLEY DRIVE over OCKLEY DITCH

Map

Coordinates:
+32.46694, -93.73500
32°28'01" N, 93°44'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OCKLEY DRIVE over OCKLEY DITCH
Structure number:040932281934461
Location:0.2 MI EAST OF LINE AVE.
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:32.5 ft. [9.9 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:2000
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 Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,600 [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:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood160095.9
March 2015GoodVery GoodVery GoodVery Good160095.9
March 2013GoodVery GoodVery GoodVery Good160095.9
March 2011GoodVery GoodVery GoodVery Good160096.9
March 2009GoodVery GoodVery GoodVery Good160096.9
March 2007GoodVery GoodVery GoodVery Good160096.9
March 2005GoodVery GoodVery GoodVery Good160096.9
March 2003GoodVery GoodVery GoodVery Good160096.9
February 2001GoodVery GoodVery GoodVery Good160096.8
March 1999GoodVery GoodVery GoodVery Good160098.8
February 1997GoodVery GoodVery GoodVery Good160098.8
January 1995GoodVery GoodVery GoodVery Good160098.7
March 1993GoodVery GoodVery GoodVery Good160098.7
March 1991GoodVery GoodVery GoodVery Good160098.7

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.1,9501,950000
Wearing Surfacessq. ft.1,9501,950000
Substructure
Reinforced Concrete Abutmentlinear ft.100100000
Joints
Pourable Jointlinear ft.9200092
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120120000
Steel Protective Coatingsq. ft.480480000