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Q ST/FAU 5026 over US75

Map 

Coordinates:
+41.20561, -95.94911
41°12'20" N, 95°56'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Q ST/FAU 5026 over US75
Structure number:S075 08663
Location:KENNEDY EXP/Q ST INTRCHG
Purpose:Carries highway overpass over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:121.1 ft. [36.9 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1978
Year reconstructed:2014
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:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:12,600 [as of 2010]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:43.9 tons [39.9 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:76.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201676.7Not deficientSatisfactoryVery GoodGood12600
February 201476.7Not deficientSatisfactoryVery GoodGood12600
January 201285.9Not deficientSatisfactoryVery GoodGood12400
February 201085.9Not deficientSatisfactoryVery GoodGood12400
January 200885.9Not deficientSatisfactoryVery GoodVery Good12400
February 200695.8Not deficientSatisfactoryVery GoodVery Good12600
August 200495.5Not deficientGoodVery GoodVery Good15400
April 200295.7Not deficientGoodVery GoodVery Good13500
July 200095.8Not deficientGoodVery GoodVery Good12400
August 199895.8Not deficientGoodVery GoodVery Good12400
August 199695.9Not deficientGoodVery GoodVery Good11400
September 199497.2Not deficientGoodVery GoodVery Good11300
August 199295.4Not deficientGoodVery GoodVery Good21900
September 199095.4Not deficientGoodVery GoodVery Good21900