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36TH ST over I80

Map

Coordinates:
+41.22609, -95.96623
41°13'34" N, 95°57'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:36TH ST over I80
Structure number:S080 45231
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:149.0 ft. [45.4 m]
Total length:295.9 ft. [90.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1988
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:71.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryGoodVery Good300071.1
February 2016FairSatisfactoryGoodVery Good300072.3
March 2014FairSatisfactoryGoodVery Good300072.3
February 2014FairSatisfactoryGoodVery Good300080.1
February 2012FairSatisfactoryGoodVery Good300080.1
March 2010FairSatisfactoryVery GoodVery Good300080.1
March 2008GoodGoodVery GoodVery Good300080.1
March 2006GoodGoodVery GoodVery Good300080.1
August 2004GoodVery GoodExcellentExcellent300080.1
March 2002GoodExcellentExcellentExcellent300080.1
September 2000GoodExcellentExcellentExcellent300080.1
September 1998GoodExcellentExcellentExcellent300080.1
October 1996GoodExcellentExcellentExcellent300080.1
September 1994GoodExcellentExcellentExcellent300078.1
September 1992GoodExcellentExcellentExcellent300078.1
December 1991GoodExcellentExcellentExcellent300079.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,17937980000
Steel Protective Coatingsq. ft.16,12214,5720620930
Deck
Reinforced Concrete Decksq. ft.10,78610,361385400
Substructure
Reinforced Concrete Pier Walllinear ft.2121000
Reinforced Concrete Abutmentlinear ft.7171000
Reinforced Concrete Pier Caplinear ft.3434000
Bearings
Pot Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.591591000