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CITY STREET over WASHINGTON AVE. CANAL

Map 

Coordinates:
+29.96491, -90.10890
29°57'54" N, 90°06'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CITY STREET over WASHINGTON AVE. CANAL
Structure number:023629579900651
Location:0.1M EAST OF CARROLTON AV
Purpose:Carries highway and pedestrian walkway over relief for waterway
Route classification:Local (Urban) [19]
Length of largest span:37.1 ft. [11.3 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1961
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:9,489 [as of 1980]
Truck traffic:20% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:38.6 tons [35.1 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$378,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201466.0Functionally obsoleteFairGoodSatisfactory9489
January 201366.0Functionally obsoleteFairGoodSatisfactory9489
January 201166.0Functionally obsoleteFairGoodSatisfactory9489
March 200966.0Functionally obsoleteFairGoodSatisfactory9489
February 200755.7Functionally obsoleteFairSatisfactoryFair9489
May 200555.7Functionally obsoleteFairSatisfactoryFair9489
September 200355.7Functionally obsoleteFairSatisfactoryFair9489
January 200253.6Structurally deficientPoorSatisfactoryFair9489
October 199953.6Structurally deficientPoorSatisfactoryFair9489
August 199764.0Structurally deficientPoorGoodSatisfactory9489
July 199566.3Functionally obsoleteFairGoodSatisfactory9489
June 199367.3Functionally obsoleteSatisfactoryGoodSatisfactory9489
October 199267.3Functionally obsoleteGoodGoodSatisfactory9489