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BRISTOL ST over US75

Map 

Coordinates:
+41.28918, -95.95248
41°17'21" N, 95°57'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BRISTOL ST over US75
Structure number:S075 09255
Location:OMAHA BRISTOL @ US75
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:95.1 ft. [29.0 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1984
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:1,200 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:84.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201684.0GoodGoodGoodVery Good-1200
March 201484.0GoodGoodGoodVery Good-1200
March 201284.6GoodGoodGoodVery Good-1200
March 201084.6GoodVery GoodVery GoodVery Good-1200
March 200884.6GoodVery GoodVery GoodVery Good-1200
February 200692.1GoodVery GoodVery GoodVery Good-1200
August 200492.1GoodVery GoodVery GoodVery Good-1200
February 200292.1GoodVery GoodVery GoodVery Good-1200
August 200092.1GoodVery GoodVery GoodVery Good-1200
August 199892.1GoodVery GoodVery GoodVery Good-1200
September 199692.1GoodVery GoodVery GoodVery Good-1200
October 199492.2GoodVery GoodVery GoodVery Good-1200
July 199292.2GoodExcellentExcellentExcellent-1200
July 199093.2GoodExcellentExcellentExcellent-1200