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HIGHLAND AVENUE over OCKLEY DITCH

Map

Coordinates:
+32.47000, -93.74000
32°28'12" N, 93°44'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HIGHLAND AVENUE over OCKLEY DITCH
Structure number:040932282934441
Location:0.8 MI SO OF KINGS HWY.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1996
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
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:2,000 [as of 1979]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory200096.3
March 2015GoodGoodGoodGood200096.3
March 2013GoodVery GoodVery GoodVery Good200096.3
March 2011GoodVery GoodVery GoodVery Good200096.3
March 2009GoodVery GoodVery GoodVery Good200096.3
March 2007GoodVery GoodVery GoodVery Good200096.3
March 2005GoodVery GoodVery GoodVery Good200096.3
March 2003GoodVery GoodVery GoodVery Good200096.3
February 2001GoodVery GoodVery GoodVery Good200096.3
March 1999GoodVery GoodVery GoodVery Good200096.3
February 1997GoodVery GoodVery GoodVery Good200096.3
January 1995Fair---200072.5
March 1993Fair---200072.5
March 1991Fair---200072.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.9289030
Prestressed Concrete Pileeach1514100
Reinforced Concrete Pier Caplinear ft.1381250130
Joints
Pourable Jointlinear ft.230230000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.160157300
Deck
Reinforced Concrete Slabsq. ft.2,4802,42110490