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I480/US6 over UPRR/MO RIVER 816-759-D

Map

Coordinates:
+41.25981, -95.92055
41°15'35" N, 95°55'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I480/US6 over UPRR/MO RIVER 816-759-D
Structure number:S480 00413
Location:ECL OMAHA
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:424.9 ft. [129.5 m]
Total length:1687.1 ft. [514.2 m]
Roadway width between curbs:109.6 ft. [33.4 m]
Deck width edge-to-edge:115.2 ft. [35.1 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2001
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: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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:51,900 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:46.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairGoodSatisfactoryFair5190046.2
March 2016FairGoodSatisfactoryFair5190046.2
September 2014FairGoodSatisfactoryFair5190046.2
September 2012FairGoodSatisfactoryGood5325556.0
September 2010FairGoodSatisfactoryGood5159555.0
July 2008FairVery GoodSatisfactoryGood5204555.0
February 2006FairVery GoodSatisfactoryGood5050072.2
June 2003PoorPoorSatisfactoryGood5510069.2
April 2001PoorPoorSatisfactoryGood5591569.2
March 2001FairExcellentSatisfactoryGood5482072.2
December 1998PoorPoorSatisfactoryGood5190069.2
June 1996FairSatisfactorySatisfactoryGood4934072.2
November 1994PoorSatisfactoryPoorGood5350046.2
June 1992FairSatisfactoryFairSatisfactory5180069.4
July 1990FairSatisfactoryFairFair4955068.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8,45108,3501010
Steel Protective Coatingsq. ft.337,29367,459134,917134,9170
Steel Stringerlinear ft.13,742013,706360
Steel Protective Coatingsq. ft.79,703063,76215,9410
Deck
Reinforced Concrete Decksq. ft.195,743194,773940300
Superstructure
Steel Floor Beamlinear ft.7,59007,565250
Steel Protective Coatingsq. ft.48,032038,4259,6070
Substructure
Reinforced Concrete Columneach1414000
Reinforced Concrete Abutmentlinear ft.117064530
Reinforced Concrete Pier Caplinear ft.8277900370
Bearings
Movable Bearingeach40028120
Fixed Bearingeach1001000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6,74906,74630