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RIVERVIEW BLVD over I80

Map 

Coordinates:
+41.23065, -95.92420
41°13'50" N, 95°55'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RIVERVIEW BLVD over I80
Structure number:S080 45461
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:182.1 ft. [55.5 m]
Total length:184.1 ft. [56.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: March 2016 

Status:Open, no restriction [A]
Average daily traffic:700 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:98.8 tons [89.8 metric tons]
Inventory rating:60.8 tons [55.3 metric tons]
Sufficiency rating:97.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201697.5Not deficientVery GoodVery GoodExcellent700
February 201497.5Not deficientVery GoodVery GoodExcellent700
January 201297.9Not deficientVery GoodVery GoodExcellent700
March 201097.9Not deficientExcellentExcellentExcellent700
June 200999.9Not deficientExcellentExcellentExcellent700
March 200876.1Not deficientGoodGoodGood700
March 200676.1Not deficientGoodGoodGood700
September 200476.1Not deficientSatisfactoryGoodGood700
April 200276.1Not deficientVery GoodGoodGood700
July 200076.1Not deficientVery GoodGoodGood700
August 199877.1Not deficientExcellentGoodGood700
March 199777.1Not deficientExcellentGoodGood700
July 199684.8Not deficientSatisfactoryGoodGood700
September 199467.8Functionally obsoleteSatisfactoryGoodGood6800
September 199267.8Functionally obsoleteSatisfactoryGoodGood6800
August 199069.9Functionally obsoleteGoodGoodGood6800