Share:

OCKLEY DRIVE over OCKLEY DITCH

Map

Coordinates:
+32.46694, -93.73500
32°28'01" N, 93°44'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:43.9 tons [39.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:95.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201795.9GoodGoodGoodGood-1600
March 201595.9GoodVery GoodVery GoodVery Good-1600
March 201395.9GoodVery GoodVery GoodVery Good-1600
March 201196.9GoodVery GoodVery GoodVery Good-1600
March 200996.9GoodVery GoodVery GoodVery Good-1600
March 200796.9GoodVery GoodVery GoodVery Good-1600
March 200596.9GoodVery GoodVery GoodVery Good-1600
March 200396.9GoodVery GoodVery GoodVery Good-1600
February 200196.8GoodVery GoodVery GoodVery Good-1600
March 199998.8GoodVery GoodVery GoodVery Good-1600
February 199798.8GoodVery GoodVery GoodVery Good-1600
January 199598.7GoodVery GoodVery GoodVery Good-1600
March 199398.7GoodVery GoodVery GoodVery Good-1600
March 199198.7GoodVery GoodVery GoodVery Good-1600