Share:

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 2016

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201675.1GoodGoodGoodGood-4000
March 201475.1GoodGoodGoodGood-4000
March 201278.5GoodGoodGoodGood-4000
March 201078.5GoodVery GoodVery GoodVery Good-4000
March 200878.5GoodVery GoodVery GoodVery Good-4000
February 200678.5GoodVery GoodVery GoodVery Good-4000
August 200478.5GoodVery GoodVery GoodVery Good-4000
March 200278.5GoodVery GoodVery GoodVery Good-4000
August 200078.5GoodVery GoodVery GoodVery Good-4000
August 199878.5GoodVery GoodVery GoodVery Good-4000
September 199678.5GoodVery GoodVery GoodVery Good-4000
October 199478.6GoodVery GoodVery GoodVery Good-4000
August 199278.6GoodExcellentExcellentExcellent-4000
December 199180.6GoodExcellentExcellentExcellent-4000