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EB-I80 over 60TH ST/FAU 5043

Map 

Coordinates:
+41.22360, -96.00469
41°13'25" N, 96°00'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB-I80 over 60TH ST/FAU 5043
Structure number:S080 45028R
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:88.9 ft. [27.1 m]
Deck width edge-to-edge:91.5 ft. [27.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1996
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: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: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:87.8 tons [79.8 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201685.0Not deficientSatisfactoryVery GoodVery Good85830
February 201485.0Not deficientSatisfactoryVery GoodVery Good85830
February 201290.4Not deficientSatisfactoryVery GoodVery Good80970
March 201090.4Not deficientVery GoodExcellentVery Good80970
March 200890.5Not deficientVery GoodExcellentExcellent79685
March 200689.8Not deficientVery GoodExcellentExcellent87958
August 200490.6Not deficientExcellentExcellentVery Good79425
March 200290.6Not deficientExcellentExcellentVery Good79035
October 200091.3Not deficientExcellentExcellentVery Good71600
September 199891.6Not deficientExcellentExcellentGood68450
November 199692.7Not deficientExcellentExcellentGood56705
September 199493.6Not deficientSatisfactoryGoodGood58605
September 199293.9Not deficientSatisfactoryVery GoodGood54950
September 199093.9Not deficientSatisfactoryVery GoodGood54410