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CITY STREET over WASHINGTON AVE. CANAL

Map

Coordinates:
+29.96491, -90.10890
29°57'54" N, 90°06'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.798798000
Deck
Reinforced Concrete Decksq. ft.5,92805,92800
Substructure
Reinforced Concrete Abutmentlinear ft.110951500
Reinforced Concrete Pileeach1616000
Reinforced Concrete Pier Caplinear ft.104010400
Joints
Open Jointlinear ft.104104000
Bearings
Fixed Bearingeach42222000
Bridge Rail
Other Material Bridge Raillinear ft.228022800