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CITY STREET 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:CITY STREET 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 2015 

Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 1979]
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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201595.9Not deficientVery GoodVery GoodVery Good1600
March 201395.9Not deficientVery GoodVery GoodVery Good1600
March 201196.9Not deficientVery GoodVery GoodVery Good1600
March 200996.9Not deficientVery GoodVery GoodVery Good1600
March 200796.9Not deficientVery GoodVery GoodVery Good1600
March 200596.9Not deficientVery GoodVery GoodVery Good1600
March 200396.9Not deficientVery GoodVery GoodVery Good1600
February 200196.8Not deficientVery GoodVery GoodVery Good1600
March 199998.8Not deficientVery GoodVery GoodVery Good1600
February 199798.8Not deficientVery GoodVery GoodVery Good1600
January 199598.7Not deficientVery GoodVery GoodVery Good1600
March 199398.7Not deficientVery GoodVery GoodVery Good1600
March 199198.7Not deficientVery GoodVery GoodVery Good1600