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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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
March 201484.0Not deficientGoodGoodVery Good1200
March 201284.6Not deficientGoodGoodVery Good1200
March 201084.6Not deficientVery GoodVery GoodVery Good1200
March 200884.6Not deficientVery GoodVery GoodVery Good1200
February 200692.1Not deficientVery GoodVery GoodVery Good1200
August 200492.1Not deficientVery GoodVery GoodVery Good1200
February 200292.1Not deficientVery GoodVery GoodVery Good1200
August 200092.1Not deficientVery GoodVery GoodVery Good1200
August 199892.1Not deficientVery GoodVery GoodVery Good1200
September 199692.1Not deficientVery GoodVery GoodVery Good1200
October 199492.2Not deficientVery GoodVery GoodVery Good1200
July 199292.2Not deficientExcellentExcellentExcellent1200
July 199093.2Not deficientExcellentExcellentExcellent1200