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FLORENCE BLVD over STORZ EXPRESSWAY/FAU5098

Map

Coordinates:
+41.30698, -95.94366
41°18'25" N, 95°56'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FLORENCE BLVD over STORZ EXPRESSWAY/FAU5098
Structure number:U1825C5515
Location:FLRNCE/STORZ EXP INTRCHG
Purpose:Carries highway overpass over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:110.9 ft. [33.8 m]
Total length:205.1 ft. [62.5 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1983
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: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,006 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:78.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201578.5GoodGoodGoodGoodFO4006
April 201375.7FairSatisfactoryGoodGoodFO4800
April 201180.0FairSatisfactoryGoodGoodFO2000
May 201080.0FairSatisfactoryGoodGoodFO2000
December 200880.0FairSatisfactoryGoodGoodFO2000
May 200679.8FairSatisfactoryGoodGoodFO3550
July 200479.8FairSatisfactoryGoodGoodFO3750
July 200279.8GoodGoodGoodGoodFO3550
October 200079.8GoodGoodGoodGoodFO4100
May 199879.8GoodGoodGoodGoodFO4100
April 199679.7GoodGoodGoodGoodFO4900
October 199482.5GoodGoodGoodGood-4300
June 199282.5GoodGoodGoodGood-4300
September 199082.5GoodVery GoodVery GoodVery Good-4300