Share:

CITY STREET over OCKLEY DITCH

Map 

Coordinates:
+32.47412, -93.73807
32°28'27" N, 93°44'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CITY STREET over OCKLEY DITCH
Structure number:040932284934501
Location:2.2 MILES N OF LA 511
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:32.2 ft. [9.8 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1997
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 Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 1987]
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:Meets minimum tolerable limits to be left in place as is [4]
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:94.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201594.0Not deficientVery GoodVery GoodVery Good10000
March 201394.0Not deficientVery GoodVery GoodVery Good10000
March 201195.0Not deficientVery GoodVery GoodVery Good10000
March 200995.0Not deficientVery GoodVery GoodVery Good10000
March 200795.0Not deficientVery GoodVery GoodVery Good10000
March 200595.0Not deficientVery GoodVery GoodVery Good10000
March 200395.0Not deficientVery GoodVery GoodVery Good10000
February 200195.0Not deficientVery GoodVery GoodVery Good10000
March 199995.0Not deficientVery GoodVery GoodVery Good10000
July 199795.0Not deficientVery GoodVery GoodVery Good10000
February 19972.0Structurally deficient---11054
January 199546.7Structurally deficient---11054
March 199346.7Structurally deficient---11054
March 199146.7Structurally deficient---11054