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CITY STREET over OCKLEY DITCH

Map 

Coordinates:
+32.47059, -93.73951
32°28'14" N, 93°44'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CITY STREET 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 2015 

Status:Open, no restriction [A]
Average daily traffic:2,000 [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: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]
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:96.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201596.3Not deficientGoodGoodGood2000
March 201396.3Not deficientVery GoodVery GoodVery Good2000
March 201196.3Not deficientVery GoodVery GoodVery Good2000
March 200996.3Not deficientVery GoodVery GoodVery Good2000
March 200796.3Not deficientVery GoodVery GoodVery Good2000
March 200596.3Not deficientVery GoodVery GoodVery Good2000
March 200396.3Not deficientVery GoodVery GoodVery Good2000
February 200196.3Not deficientVery GoodVery GoodVery Good2000
March 199996.3Not deficientVery GoodVery GoodVery Good2000
February 199796.3Not deficientVery GoodVery GoodVery Good2000
January 199572.5Not deficient---2000
March 199372.5Not deficient---2000
March 199172.5Not deficient---2000