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I0010 over DRAIN CANAL

Map

Coordinates:
+30.11321, -89.89029
30°06'48" N, 89°53'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I0010 over DRAIN CANAL
Structure number:023604509021241
Location:5.2 MI EAST OF I-510
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:62.0 ft. [18.9 m]
Total length:250.0 ft. [76.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Owner:State Highway Agency [01]
Year built:1967
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:34,260 [as of 2015]
Truck traffic:20% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:34.5 tons [31.4 metric tons]
Inventory rating:17.5 tons [15.9 metric tons]
Sufficiency rating:28.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,092,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201628.2PoorSatisfactoryPoorSatisfactorySD34260
December 201528.2PoorSatisfactoryPoorSatisfactorySD34260
December 201452.0PoorSatisfactoryPoorSatisfactorySD34080
January 201452.0PoorSatisfactoryPoorSatisfactorySD33960
January 201352.0PoorSatisfactoryPoorSatisfactorySD31680
January 201252.0PoorGoodPoorSatisfactorySD31680
January 201079.0FairGoodSatisfactorySatisfactoryFO28920
January 200879.0FairGoodSatisfactorySatisfactoryFO38400
January 200679.0FairGoodSatisfactorySatisfactoryFO36840
December 200379.0FairGoodSatisfactorySatisfactoryFO34080
August 200079.0FairGoodSatisfactorySatisfactoryFO32887
April 199879.0FairGoodSatisfactorySatisfactoryFO32887
June 199581.0FairGoodSatisfactoryGood-31419
June 199281.0FairGoodSatisfactoryGood-30479
February 199081.0FairGoodSatisfactoryGood-30479