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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 2016

Good/Fair/Poor Condition:Fair
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:38.9 tons [35.4 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:66.3
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201666.3FairFairGoodSatisfactoryFO9489
December 201466.0FairFairGoodSatisfactoryFO9489
January 201366.0FairFairGoodSatisfactoryFO9489
January 201166.0FairFairGoodSatisfactoryFO9489
March 200966.0FairFairGoodSatisfactoryFO9489
February 200755.7FairFairSatisfactoryFairFO9489
May 200555.7FairFairSatisfactoryFairFO9489
September 200355.7FairFairSatisfactoryFairFO9489
January 200253.6PoorPoorSatisfactoryFairSD9489
October 199953.6PoorPoorSatisfactoryFairSD9489
August 199764.0PoorPoorGoodSatisfactorySD9489
July 199566.3FairFairGoodSatisfactoryFO9489
June 199367.3FairSatisfactoryGoodSatisfactoryFO9489
October 199267.3FairGoodGoodSatisfactoryFO9489