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36TH ST over I80

Map 

Coordinates:
+41.22629, -95.96622
41°13'35" N, 95°57'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:15.4 ft. [4.7 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 2016 

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]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:72.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201672.3FairSatisfactoryGoodVery Good-3000
March 201472.3FairSatisfactoryGoodVery Good-3000
February 201480.1FairSatisfactoryGoodVery Good-3000
February 201280.1FairSatisfactoryGoodVery Good-3000
March 201080.1FairSatisfactoryVery GoodVery Good-3000
March 200880.1GoodGoodVery GoodVery Good-3000
March 200680.1GoodGoodVery GoodVery Good-3000
August 200480.1GoodVery GoodExcellentExcellent-3000
March 200280.1GoodExcellentExcellentExcellent-3000
September 200080.1GoodExcellentExcellentExcellent-3000
September 199880.1GoodExcellentExcellentExcellent-3000
October 199680.1GoodExcellentExcellentExcellent-3000
September 199478.1GoodExcellentExcellentExcellent-3000
September 199278.1GoodExcellentExcellentExcellent-3000
December 199179.9GoodExcellentExcellentExcellent-3000