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US0061 over METAIRIE RELIEF CANAL

Map

Coordinates:
+29.97160, -90.11717
29°58'18" N, 90°07'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US0061 over METAIRIE RELIEF CANAL
Structure number:023600070101701
Location:.6 MI EAST OF I-10
Purpose:Carries highway and pedestrian walkway over relief for waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:35.1 ft. [10.7 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,580 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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 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:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:70.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$670,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201770.5FairFairSatisfactorySatisfactoryFO20580
January 201670.2FairFairSatisfactorySatisfactoryFO20580
January 201570.2FairFairSatisfactorySatisfactoryFO20580
January 201470.2FairFairSatisfactorySatisfactoryFO20880
January 201370.2FairFairSatisfactorySatisfactoryFO25320
January 201262.2FairFairFairFair-25320
January 201162.2FairFairFairFair-25320
January 201062.2FairFairFairFair-19440
January 200962.2FairFairFairFair-20940
December 200762.2FairFairFairFair-23640
December 200662.2FairFairFairFair-23820
August 200562.2FairFairFairFair-24720
June 200462.2FairFairFairFair-24720
May 200360.2PoorPoorFairFairSD27660
August 200065.9FairFairFairFair-24947
May 199877.9FairSatisfactorySatisfactorySatisfactory-24947
February 199777.9FairSatisfactorySatisfactorySatisfactory-24313
May 199566.9FairSatisfactorySatisfactoryFair-23836
July 199466.9FairSatisfactorySatisfactoryFair-23255
July 199366.9FairSatisfactorySatisfactoryFair-21294
July 199266.9FairSatisfactorySatisfactoryFair-23109
February 199166.9FairSatisfactorySatisfactoryFair-23109