SPRAGUE ST over I680


+41.29621, -96.07158
41°17'46" N, 96°04'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SPRAGUE ST over I680
Structure number:S680 00532
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:97.1 ft. [29.6 m]
Total length:195.9 ft. [59.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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 2015 

Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 1997]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
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:46.9 tons [42.6 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:87.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201587.5Not deficientGoodVery GoodVery Good3000
March 201389.7Not deficientGoodVery GoodVery Good3000
March 201191.4Not deficientVery GoodVery GoodVery Good3000
March 200991.4Not deficientVery GoodVery GoodVery Good3000
March 200797.7Not deficientExcellentExcellentExcellent3000
March 200597.7Not deficientExcellentExcellentExcellent3000
February 200497.7Not deficientExcellentExcellentExcellent3000
April 200143.3Structurally deficientSatisfactoryPoorSatisfactory3000
July 199943.3Structurally deficientSatisfactoryPoorSatisfactory3000
June 199743.3Structurally deficientSatisfactoryPoorSatisfactory3000
August 199543.5Structurally deficientSatisfactoryPoorSatisfactory3000
July 199354.0Structurally deficientSatisfactoryPoorSatisfactory3000
December 199180.2Not deficientGoodGoodSatisfactory3000