WB-CD over UPRR 815-672-J


+41.22162, -96.09075
41°13'18" N, 96°05'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:WB-CD over UPRR 815-672-J
Structure number:S080 44572
Location:IN OMAHA
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:85.0 ft. [25.9 m]
Total length:211.0 ft. [64.3 m]
Roadway width between curbs:56.4 ft. [17.2 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:27.6 ft. [8.4 m]
Skew angle:17°
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:3
Main spans material:Steel continuous [4]
Main spans 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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
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:81.8 tons [74.4 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:95.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201695.8GoodGoodVery GoodGood-3000
February 201495.8GoodGoodVery GoodVery Good-3000
January 201497.7GoodGoodVery GoodVery Good-3000
January 201297.7GoodGoodVery GoodVery Good-3000
February 201097.7GoodGoodExcellentVery Good-3000
March 200897.7GoodGoodExcellentVery Good-3000
February 200697.7GoodExcellentExcellentExcellent-3000
October 200497.7GoodExcellentExcellentExcellent-3000
February 200297.7GoodExcellentExcellentExcellent-3000
August 200097.7GoodExcellentExcellentExcellent-3000
September 199897.7GoodExcellentExcellentExcellent-3000
October 199693.2GoodExcellentExcellentExcellent-30000
August 199495.8GoodExcellentExcellentExcellent-30000
August 199292.6GoodExcellentExcellentExcellent-71560