+29.91157, -90.22846
29°54'42" N, 90°13'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US0090 over DRAIN CANAL
Structure number:022600051002552
Location:2.8 MI WEST OF US 90B
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:38.1 ft. [11.6 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1940
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:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:12,240 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:52.5 tons [47.7 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$400,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201578.8Functionally obsoleteSatisfactorySatisfactorySatisfactory12240
June 201378.8Functionally obsoleteSatisfactorySatisfactorySatisfactory12240
June 201266.8Functionally obsoleteGoodSatisfactoryFair13500
June 201150.8Structurally deficientGoodSatisfactoryPoor14820
June 201050.8Structurally deficientGoodSatisfactoryPoor17940
July 200950.8Structurally deficientGoodPoorFair17880
July 200850.8Structurally deficientGoodPoorFair18780
June 200733.8Structurally deficientSatisfactorySeriousSerious24720
February 200633.8Structurally deficientSatisfactorySeriousSerious21960
February 200533.8Structurally deficientSatisfactorySeriousSerious22020
January 200433.8Structurally deficientSatisfactorySeriousPoor20160
May 200233.8Structurally deficientSatisfactorySeriousPoor19380
January 200119.4Structurally deficientSatisfactorySeriousPoor13614
January 199837.4Structurally deficientGoodPoorPoor15076
December 199653.4Functionally obsoleteGoodFairFair11644
July 199537.4Structurally deficientGoodPoorFair11415
August 199453.4Functionally obsoleteGoodGoodFair11137
August 199353.4Functionally obsoleteGoodGoodFair12558
August 199253.4Functionally obsoleteGoodGoodFair13757
September 199153.4Functionally obsoleteGoodGoodFair13757