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EB-I80 BRG #7E over SB-CD EAST & RAMP #10

Map 

Coordinates:
+41.22415, -96.08599
41°13'27" N, 96°05'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB-I80 BRG #7E over SB-CD EAST & RAMP #10
Structure number:S080 44606R
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:219.2 ft. [66.8 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:51°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:75,185 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:81.8 tons [74.4 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:85.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201685.0Not deficientSatisfactoryVery GoodGood75185
February 201485.0Not deficientSatisfactoryVery GoodGood75185
January 201485.0Not deficientSatisfactoryVery GoodGood75185
January 201285.0Not deficientSatisfactoryVery GoodVery Good77528
February 201085.0Not deficientSatisfactoryVery GoodVery Good72548
March 200885.0Not deficientSatisfactoryExcellentVery Good75225
February 200685.0Not deficientExcellentExcellentExcellent81463
September 200485.0Not deficientExcellentExcellentExcellent60390
February 200285.0Not deficientExcellentExcellentExcellent56575
August 200085.0Not deficientExcellentExcellentExcellent56073
20000.0Not applicable---1500
September 199886.3Not deficientExcellentExcellentExcellent49823
October 199679.2Not deficientExcellentExcellentExcellent46180
February 199666.0Not deficientExcellentExcellentExcellent48410