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WB-I80 BRG #7W over SB-CD EAST & RAMP 10

Map 

Coordinates:
+41.22428, -96.08625
41°13'27" N, 96°05'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB-I80 BRG #7W over SB-CD EAST & RAMP 10
Structure number:S080 44606L
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
Year reconstructed:2015
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:Bituminous [6]

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: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: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 GoodVery Good75185
February 201485.0Not deficientSatisfactoryVery GoodVery Good75185
January 201485.0Not deficientSatisfactoryVery GoodVery Good75185
January 201285.0Not deficientSatisfactoryVery GoodVery Good74390
February 201085.0Not deficientSatisfactoryVery GoodVery Good72548
March 200885.0Not deficientVery GoodExcellentExcellent75225
February 200685.0Not deficientVery GoodExcellentExcellent81463
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 199679.1Not deficientExcellentExcellentExcellent48410