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BINNEY ST over US75

Map 

Coordinates:
+41.28601, -95.95248
41°17'10" N, 95°57'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BINNEY ST over US75
Structure number:S075 09233
Location:OMAHA US75 & BINNEY ST
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:98.1 ft. [29.9 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:1985
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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:70.8 tons [64.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:75.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201475.1Not deficientGoodGoodGood4000
March 201278.5Not deficientGoodGoodGood4000
March 201078.5Not deficientVery GoodVery GoodVery Good4000
March 200878.5Not deficientVery GoodVery GoodVery Good4000
February 200678.5Not deficientVery GoodVery GoodVery Good4000
August 200478.5Not deficientVery GoodVery GoodVery Good4000
March 200278.5Not deficientVery GoodVery GoodVery Good4000
August 200078.5Not deficientVery GoodVery GoodVery Good4000
August 199878.5Not deficientVery GoodVery GoodVery Good4000
September 199678.5Not deficientVery GoodVery GoodVery Good4000
October 199478.6Not deficientVery GoodVery GoodVery Good4000
August 199278.6Not deficientExcellentExcellentExcellent4000
December 199180.6Not deficientExcellentExcellentExcellent4000