Share:

I80 over 16TH ST/FAU 5095

Map 

Coordinates:
+41.22818, -95.93736
41°13'41" N, 95°56'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I80 over 16TH ST/FAU 5095
Structure number:S080 45389
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.1 ft. [36.6 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:147.0 ft. [44.8 m]
Deck width edge-to-edge:152.6 ft. [46.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1972
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]
Main span material:Steel [3]
Main span 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:76,945 [as of 2012]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:92.8 tons [84.4 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Sufficiency rating:83.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201683.0Not deficientSatisfactoryVery GoodSatisfactory76945
February 201483.0Not deficientSatisfactoryVery GoodSatisfactory76945
January 201288.5Not deficientSatisfactoryVery GoodSatisfactory78240
March 201088.5Not deficientVery GoodExcellentVery Good78240
March 200888.2Not deficientVery GoodExcellentVery Good81000
March 200687.5Not deficientVery GoodExcellentVery Good88655
September 200487.9Not deficientVery GoodExcellentVery Good84480
April 200288.1Not deficientExcellentExcellentVery Good82250
August 200089.2Not deficientExcellentExcellentVery Good70820
August 199890.4Not deficientExcellentExcellentVery Good58685
December 199679.6Not deficientExcellentExcellentFair48950
September 199443.3Structurally deficientFairGoodPoor52300
April 199292.1Not deficientExcellentExcellentExcellent51000
September 199243.9Structurally deficientFairGoodPoor48700
October 199061.4Not deficientFairGoodFair46300