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WB-I80 over BNSF/UPRR 816-822-T

Map 

Coordinates:
+41.22706, -95.95432
41°13'37" N, 95°57'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB-I80 over BNSF/UPRR 816-822-T
Structure number:S080 45298L
Location:GROVER ST INTRCHG #1
Purpose:Carries highway overpass over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:123.0 ft. [37.5 m]
Total length:584.0 ft. [178.0 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Prestressed concrete [5]
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: March 2016 

Status:Open, no restriction [A]
Average daily traffic:84,680 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:67.9 tons [61.7 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:80.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201680.0Not deficientSatisfactoryVery GoodVery Good84680
March 201480.0Not deficientSatisfactoryVery GoodVery Good84680
March 201280.0Not deficientSatisfactoryVery GoodVery Good85560
March 201080.0Not deficientSatisfactoryVery GoodVery Good83478
March 200880.0Not deficientVery GoodVery GoodVery Good82583
March 200680.0Not deficientExcellentExcellentExcellent85370
September 200480.0Not deficientExcellentExcellentExcellent83493
March 200280.0Not deficientExcellentExcellentExcellent81125
September 200080.0Not deficientExcellentExcellentExcellent74493
September 199880.0Not deficientExcellentExcellentExcellent71345
September 199675.0Not deficientExcellentExcellentExcellent24570
October 199475.0Not deficientExcellentExcellentExcellent26250
September 199275.0Not deficientExcellentExcellentExcellent24450
December 199175.0Not deficientExcellentExcellentExcellent23250