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US0090 over DRAIN CANAL

Map 

Coordinates:
+29.91277, -90.24919
29°54'46" N, 90°14'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US0090 over DRAIN CANAL
Structure number:022600051001311
Location:4.0 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: July 2015 

Good/Fair/Poor Condition:Fair
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:Satisfactory [6 out of 9]
Substructure condition:Good [7 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:57.4 tons [52.2 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
Sufficiency rating:80.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201580.7FairGoodSatisfactoryGoodFO12240
August 201380.7FairGoodSatisfactoryGoodFO12240
September 201180.7FairGoodGoodSatisfactoryFO14820
October 200980.7FairGoodGoodSatisfactoryFO17880
November 200780.7FairGoodGoodSatisfactoryFO24720
October 200580.7FairGoodGoodSatisfactoryFO21960
October 200380.7FairGoodGoodSatisfactoryFO20160
August 200075.9FairGoodGoodSatisfactoryFO13614
September 199975.9FairGoodGoodSatisfactoryFO15076
October 199875.9FairGoodGoodSatisfactoryFO15076
August 199675.9GoodGoodVery GoodGoodFO11644
August 199475.9FairGoodGoodSatisfactoryFO11137
August 199275.9FairGoodGoodSatisfactoryFO13757
May 199075.9FairGoodGoodSatisfactoryFO13757