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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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201676.7FairSatisfactoryVery GoodGood-12600
February 201476.7FairSatisfactoryVery GoodGood-12600
January 201285.9FairSatisfactoryVery GoodGood-12400
February 201085.9FairSatisfactoryVery GoodGood-12400
January 200885.9FairSatisfactoryVery GoodVery Good-12400
February 200695.8FairSatisfactoryVery GoodVery Good-12600
August 200495.5GoodGoodVery GoodVery Good-15400
April 200295.7GoodGoodVery GoodVery Good-13500
July 200095.8GoodGoodVery GoodVery Good-12400
August 199895.8GoodGoodVery GoodVery Good-12400
August 199695.9GoodGoodVery GoodVery Good-11400
September 199497.2GoodGoodVery GoodVery Good-11300
August 199295.4GoodGoodVery GoodVery Good-21900
September 199095.4GoodGoodVery GoodVery Good-21900