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I0010 over DRAIN CANAL

Map

Coordinates:
+30.11321, -89.89029
30°06'48" N, 89°53'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,51201,433727
Deck
Reinforced Concrete Decksq. ft.11,04411,044000
Substructure
Reinforced Concrete Abutmentlinear ft.104104000
Prestressed Concrete Pileeach1801800
Reinforced Concrete Pier Caplinear ft.120012000
Joints
Pourable Jointlinear ft.6464000
Open Jointlinear ft.2001880120
Bearings
Elastomeric Bearingeach4800480
Bridge Rail
Other Material Bridge Raillinear ft.504050400