+29.91149, -90.22856
29°54'41" N, 90°13'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US0090 over DRAIN CANAL
Structure number:022600051002551
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:1953
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

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,240 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:42.6 tons [38.7 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:77.9
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201577.9GoodGoodGoodGoodFO12240
June 201377.9GoodGoodGoodGoodFO12240
June 201176.9FairGoodSatisfactoryGoodFO14820
July 200976.9FairGoodSatisfactoryGoodFO17880
July 200876.9FairGoodSatisfactoryGoodFO18780
June 200765.9FairGoodFairGoodFO24720
February 200665.9FairGoodFairGoodFO21960
February 200565.9FairGoodFairGoodFO22020
January 200462.9FairGoodFairGoodFO20160
May 200262.9FairGoodFairGoodFO19380
October 200060.9FairGoodFairGoodFO13614
October 199875.9FairGoodSatisfactoryVery GoodFO15076
August 199675.9GoodVery GoodVery GoodVery GoodFO11644
August 199475.9FairSatisfactoryGoodGoodFO11137
September 199275.9FairSatisfactoryGoodGoodFO13757
October 198975.9FairSatisfactoryGoodGoodFO13757

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.390390000
Reinforced Concrete Decksq. ft.1,8721,872000
Reinforced Concrete Abutmentlinear ft.6565000
Prestressed Concrete Pileeach66000
Reinforced Concrete Pier Caplinear ft.2727000
Movable Bearingeach20010100
Bridge Rail
Other Material Bridge Raillinear ft.7807800