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CITY STREET over WASHINGTON CANAL

Map 

Coordinates:
+29.95824, -90.10414
29°57'30" N, 90°06'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CITY STREET over WASHINGTON CANAL
Structure number:023629575900622
Location:NORTH OF WASHINGTON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:103.0 ft. [31.4 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:1,000 [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: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:94.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201594.2Not deficientGoodGoodGood1000
January 201394.2Not deficientGoodGoodGood1000
February 201194.2Not deficientVery GoodGoodGood1000
March 200994.2Not deficientVery GoodGoodVery Good1000
March 200784.6Functionally obsoleteGoodVery GoodSatisfactory1000
May 200584.6Functionally obsoleteGoodVery GoodSatisfactory1000
September 200384.6Functionally obsoleteGoodVery GoodSatisfactory1000
January 200284.6Functionally obsoleteGoodVery GoodSatisfactory1000
June 199984.6Functionally obsoleteGoodVery GoodSatisfactory1000
June 199784.6Functionally obsoleteGoodVery GoodGood1000
May 199584.2Not deficientGoodVery GoodGood1000
February 199384.2Not deficientGoodVery GoodGood1000
199281.2Not deficient---1000