WB-I80 over 60TH ST/FAU 5043


+41.22384, -96.00469
41°13'26" N, 96°00'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:WB-I80 over 60TH ST/FAU 5043
Structure number:S080 45028L
Location:60TH ST INTRCHG
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:97.1 ft. [29.6 m]
Total length:188.0 ft. [57.3 m]
Roadway width between curbs:87.3 ft. [26.6 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
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 

Status:Open, no restriction [A]
Average daily traffic:85,830 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 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:Equal to present minimum criteria [6]
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:86.8 tons [78.9 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201685.0Not deficientGoodVery GoodVery Good85830
February 201485.0Not deficientVery GoodVery GoodVery Good85830
February 201290.4Not deficientVery GoodVery GoodVery Good80970
March 201090.4Not deficientVery GoodExcellentVery Good80970
March 200890.5Not deficientVery GoodExcellentVery Good79685
March 200689.8Not deficientVery GoodExcellentVery Good87958
August 200490.6Not deficientVery GoodExcellentVery Good79425
March 200290.6Not deficientExcellentExcellentVery Good79035
October 200091.3Not deficientExcellentExcellentVery Good71600
September 199891.6Not deficientExcellentExcellentExcellent68450
December 199791.9Not deficientExcellentExcellentExcellent65190
August 199686.1Not deficientSatisfactoryGoodSatisfactory56705
September 199493.6Not deficientSatisfactoryGoodGood58605
September 199293.9Not deficientSatisfactoryGoodGood54950
September 199093.9Not deficientSatisfactoryVery GoodGood54410