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


+41.25940, -95.92290
41°15'34" N, 95°55'22" W


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]
Operating rating:28.9 tons [26.3 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Sufficiency rating:46.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201646.2FairGoodSatisfactoryFairFO51900
March 201646.2FairGoodSatisfactoryFairFO51900
September 201446.2FairGoodSatisfactoryFairFO51900
September 201256.0FairGoodSatisfactoryGoodFO53255
September 201055.0FairGoodSatisfactoryGoodFO51595
July 200855.0FairVery GoodSatisfactoryGood-52045
February 200672.2FairVery GoodSatisfactoryGood-50500
June 200369.2PoorPoorSatisfactoryGood-55100
April 200169.2PoorPoorSatisfactoryGood-55915
March 200172.2FairExcellentSatisfactoryGood-54820
December 199869.2PoorPoorSatisfactoryGoodSD51900
June 199672.2FairSatisfactorySatisfactoryGood-49340
November 199446.2PoorSatisfactoryPoorGoodSD53500
June 199269.4FairSatisfactoryFairSatisfactory-51800
July 199068.4FairSatisfactoryFairFairFO49550

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.2,57502,554210
Steel Protective Coatingsq. ft.31,3356,26712,53412,5340
Steel Stringerlinear ft.4,18804,18800
Steel Protective Coatingsq. ft.7,40305,9231,4800
Reinforced Concrete Decksq. ft.18,18418,0958720
Steel Floor Beamlinear ft.2,31302,31300
Steel Protective Coatingsq. ft.4,46103,5698920
Reinforced Concrete Columneach1414000
Reinforced Concrete Abutmentlinear ft.35019160
Reinforced Concrete Pier Caplinear ft.2512400110
Movable Bearingeach40028120
Fixed Bearingeach1001000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,05702,05700