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I0020 over LK SHORE DR&KESRR

Map

Coordinates:
+32.49173, -93.77070
32°29'30" N, 93°46'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I0020 over LK SHORE DR&KESRR
Structure number:040904510117061
Location:.5 MI EAST OF US 80
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:107.0 ft. [32.6 m]
Total length:802.2 ft. [244.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1965
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:8
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:31,800 [as of 2016]
Truck traffic:29% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:44.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,181,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorFairSeriousSatisfactory3180044.0
February 2017PoorFairSeriousSatisfactory3816044.0
February 2016PoorFairPoorFair3816061.0
February 2015PoorFairPoorFair3198061.0
February 2014PoorFairPoorFair3198061.0
February 2013PoorFairPoorFair3198061.0
February 2012PoorFairPoorFair3930061.0
February 2011PoorFairPoorFair3936061.0
March 2010FairSatisfactoryFairSatisfactory3936078.0
January 2009FairSatisfactoryFairSatisfactory4914078.0
February 2008FairSatisfactoryFairSatisfactory4794078.0
February 2007FairSatisfactoryFairSatisfactory4674078.0
February 2006FairSatisfactoryFairSatisfactory4070078.0
February 2005FairSatisfactoryFairSatisfactory3948078.0
March 2004FairSatisfactoryFairSatisfactory4068078.0
April 2002FairSatisfactorySatisfactorySatisfactory3660089.0
March 2000FairSatisfactorySatisfactorySatisfactory3662189.0
March 1998FairSatisfactorySatisfactorySatisfactory3662189.0
March 1996FairSatisfactorySatisfactorySatisfactory4448489.0
May 1994FairSatisfactorySatisfactorySatisfactory4250689.0
April 1993FairFairSatisfactorySatisfactory4210688.0
March 1992FairFairSatisfactorySatisfactory4210688.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,84804,833114
Steel Protective Coatingsq. ft.63,024063,02400
Deck
Reinforced Concrete Decksq. ft.32,080029,5802,5000
Superstructure
Steel Pin or Pin & Hangar Assemblyeach1201200
Steel Protective Coatingsq. ft.5353000
Substructure
Reinforced Concrete Columneach3503500
Reinforced Concrete Abutmentlinear ft.150014640
Reinforced Concrete Pier Caplinear ft.489048900
Joints
Assembly without Seal Jointlinear ft.25612812800
Bearings
Movable Bearingeach3663000
Steel Protective Coatingsq. ft.218218000
Fixed Bearingeach1801800
Steel Protective Coatingsq. ft.109109000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,6041,601300