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I0010 over WARD CR DIVERSION CANAL

Map

Coordinates:
+30.36293, -91.04290
30°21'47" N, 91°02'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I0010 over WARD CR DIVERSION CANAL
Structure number:611704501010832
Location:I0010
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.0 ft. [18.3 m]
Total length:303.2 ft. [92.4 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1974
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:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:41,900 [as of 2016]
Truck traffic:21% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:93.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodVery GoodVery Good4190093.1
September 2015GoodGoodVery GoodVery Good5568091.8
October 2013GoodGoodVery GoodVery Good5442072.4
December 2011GoodGoodVery GoodVery Good5178087.8
January 2010GoodGoodVery GoodVery Good4902088.1
February 2008GoodGoodVery GoodVery Good4350087.7
February 2006GoodGoodVery GoodVery Good4032088.0
February 2004GoodGoodVery GoodVery Good3750088.3
February 2002GoodGoodVery GoodVery Good3288185.5
February 2000GoodGoodVery GoodVery Good2746286.0
February 1998GoodVery GoodVery GoodVery Good2746287.0
February 1996GoodVery GoodVery GoodVery Good3114687.3
February 1994GoodVery GoodVery GoodVery Good2597187.7
February 1992GoodVery GoodVery GoodVery Good2612487.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,3223,322000
Deck
Reinforced Concrete Decksq. ft.22,65022,255173780
Substructure
Reinforced Concrete Abutmentlinear ft.2202000200
Prestressed Concrete Pileeach3231010
Reinforced Concrete Pier Caplinear ft.300298020
Joints
Compression Jointlinear ft.45022522500
Bearings
Elastomeric Bearingeach110110000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.600600000
Steel Protective Coatingsq. ft.3,3003,300000