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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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201697.5GoodVery GoodVery GoodExcellent-700
February 201497.5GoodVery GoodVery GoodExcellent-700
January 201297.9GoodVery GoodVery GoodExcellent-700
March 201097.9GoodExcellentExcellentExcellent-700
June 200999.9GoodExcellentExcellentExcellent-700
March 200876.1GoodGoodGoodGood-700
March 200676.1GoodGoodGoodGood-700
September 200476.1FairSatisfactoryGoodGood-700
April 200276.1GoodVery GoodGoodGood-700
July 200076.1GoodVery GoodGoodGood-700
August 199877.1GoodExcellentGoodGood-700
March 199777.1GoodExcellentGoodGood-700
July 199684.8FairSatisfactoryGoodGood-700
September 199467.8FairSatisfactoryGoodGoodFO6800
September 199267.8FairSatisfactoryGoodGoodFO6800
August 199069.9GoodGoodGoodGoodFO6800