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SPRAGUE ST/FAU507 over US75

Map 

Coordinates:
+41.29597, -95.95205
41°17'46" N, 95°57'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SPRAGUE ST/FAU507 over US75
Structure number:S075 09302
Location:SPRAGUE @ US75 OMAHA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:105.0 ft. [32.0 m]
Total length:212.0 ft. [64.6 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:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1986
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:3,100 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:69.9 tons [63.5 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:81.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201481.0Not deficientVery GoodVery GoodVery Good3100
March 201281.0Not deficientVery GoodVery GoodVery Good3100
February 201081.0Not deficientVery GoodVery GoodVery Good3200
March 200877.9Not deficientVery GoodVery GoodVery Good3200
February 200677.9Not deficientVery GoodVery GoodVery Good4000
August 200477.9Not deficientVery GoodVery GoodVery Good4100
March 200277.9Not deficientVery GoodVery GoodVery Good4800
August 200077.9Not deficientVery GoodVery GoodVery Good4500
August 199877.9Not deficientVery GoodVery GoodVery Good4500
September 199689.1Not deficientVery GoodVery GoodVery Good2100
October 199489.1Not deficientVery GoodVery GoodVery Good2100
August 199277.9Not deficientExcellentExcellentExcellent2750
September 199077.9Not deficientExcellentExcellentExcellent2750