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NB-US75 over GILMRE/UPRR 816-139-P

Map 

Coordinates:
+41.19698, -95.94275
41°11'49" N, 95°56'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB-US75 over GILMRE/UPRR 816-139-P
Structure number:S075 08580R
Location:OMAHA @ GILMORE AVE
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:185.0 ft. [56.4 m]
Total length:1361.0 ft. [414.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1991
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:4
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:33,115 [as of 2012]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Better than present minimum criteria [7]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201585.0Not deficientSatisfactoryGoodSatisfactory33115
July 201385.0Not deficientSatisfactoryGoodSatisfactory33115
July 201194.8Not deficientVery GoodVery GoodVery Good33820
March 201094.8Not deficientVery GoodVery GoodGood33820
January 200894.7Not deficientVery GoodVery GoodGood35625
January 200694.7Not deficientVery GoodVery GoodGood32138
August 200494.8Not deficientVery GoodVery GoodGood30950
April 200294.8Not deficientVery GoodVery GoodGood30800
August 200095.3Not deficientVery GoodVery GoodGood25450
August 199895.3Not deficientExcellentVery GoodGood25450
August 199695.7Not deficientExcellentExcellentVery Good21205
September 199496.1Not deficientExcellentExcellentExcellent21205