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CITY STREET over ALGIERS CANAL

Map 

Coordinates:
+29.90495, -90.01416
29°54'18" N, 90°00'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CITY STREET over ALGIERS CANAL
Structure number:023629542900081
Location:0.6M EAST BEHRMAN 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:112.9 ft. [34.4 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 1989]
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:Basically intolerable requiring high priority of replacement [2]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201490.9Functionally obsoleteGoodGoodGood1000
January 201390.9Functionally obsoleteGoodGoodSatisfactory1000
January 201190.9Functionally obsoleteGoodGoodGood1000
March 200990.9Functionally obsoleteGoodGoodGood1000
February 200799.9Not deficientGoodVery GoodSatisfactory1000
April 200599.9Not deficientGoodVery GoodGood1000
April 200399.9Not deficientVery GoodVery GoodGood1000
May 200199.9Not deficientVery GoodVery GoodVery Good1000
January 200099.9Not deficientVery GoodVery GoodVery Good1000
June 199799.9Not deficientVery GoodVery GoodVery Good1000
May 199599.9Not deficientVery GoodVery GoodVery Good1000
May 199399.9Not deficientVery GoodVery GoodVery Good1000
August 199199.9Not deficientVery GoodVery GoodVery Good1000