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

Map

Coordinates:
+41.25940, -95.92290
41°15'34" N, 95°55'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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