+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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201577.9Functionally obsoleteGoodGoodGood12240
June 201377.9Functionally obsoleteGoodGoodGood12240
June 201176.9Functionally obsoleteGoodSatisfactoryGood14820
July 200976.9Functionally obsoleteGoodSatisfactoryGood17880
July 200876.9Functionally obsoleteGoodSatisfactoryGood18780
June 200765.9Functionally obsoleteGoodFairGood24720
February 200665.9Functionally obsoleteGoodFairGood21960
February 200565.9Functionally obsoleteGoodFairGood22020
January 200462.9Functionally obsoleteGoodFairGood20160
May 200262.9Functionally obsoleteGoodFairGood19380
October 200060.9Functionally obsoleteGoodFairGood13614
October 199875.9Functionally obsoleteGoodSatisfactoryVery Good15076
August 199675.9Functionally obsoleteVery GoodVery GoodVery Good11644
August 199475.9Functionally obsoleteSatisfactoryGoodGood11137
September 199275.9Functionally obsoleteSatisfactoryGoodGood13757
October 198975.9Functionally obsoleteSatisfactoryGoodGood13757