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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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201672.3Not deficientSatisfactoryGoodVery Good3000
March 201472.3Not deficientSatisfactoryGoodVery Good3000
February 201480.1Not deficientSatisfactoryGoodVery Good3000
February 201280.1Not deficientSatisfactoryGoodVery Good3000
March 201080.1Not deficientSatisfactoryVery GoodVery Good3000
March 200880.1Not deficientGoodVery GoodVery Good3000
March 200680.1Not deficientGoodVery GoodVery Good3000
August 200480.1Not deficientVery GoodExcellentExcellent3000
March 200280.1Not deficientExcellentExcellentExcellent3000
September 200080.1Not deficientExcellentExcellentExcellent3000
September 199880.1Not deficientExcellentExcellentExcellent3000
October 199680.1Not deficientExcellentExcellentExcellent3000
September 199478.1Not deficientExcellentExcellentExcellent3000
September 199278.1Not deficientExcellentExcellentExcellent3000
December 199179.9Not deficientExcellentExcellentExcellent3000