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WB-I80 over 84TH ST/FAU 5023

Map 

Coordinates:
+41.22404, -96.04316
41°13'27" N, 96°02'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB-I80 over 84TH ST/FAU 5023
Structure number:S080 44827L
Location:84TH ST INTRCHG
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:94.2 ft. [28.7 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:93.8 ft. [28.6 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1993
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:3
Main spans material:Steel [3]
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:81,240 [as of 2013]
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:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201698.0Not deficientSatisfactoryVery GoodVery Good81240
February 201498.0Not deficientSatisfactoryVery GoodVery Good81240
February 201298.0Not deficientSatisfactoryVery GoodVery Good79185
March 201098.0Not deficientGoodExcellentVery Good80955
March 200898.0Not deficientVery GoodExcellentVery Good80653
March 200698.0Not deficientVery GoodExcellentVery Good85303
August 200498.0Not deficientVery GoodExcellentVery Good72995
February 200298.0Not deficientExcellentExcellentVery Good69573
September 200098.0Not deficientExcellentExcellentVery Good66813
September 199898.0Not deficientExcellentExcellentVery Good59035
October 199693.0Not deficientExcellentExcellentVery Good46180
August 199495.0Not deficientExcellentExcellentVery Good47460
September 199398.0Not deficientExcellentExcellentVery Good46080
August 199266.0Structurally deficientGoodVery GoodPoor44280
September 199066.0Structurally deficientGoodVery GoodPoor43842