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US75/CUMING ST EXT over BURT ST/FAU 5110

Map

Coordinates:
+41.26689, -95.95302
41°16'01" N, 95°57'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US75/CUMING ST EXT over BURT ST/FAU 5110
Structure number:S075 09102A
Location:US75/FAU 5110 INTRCHG
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:124.0 ft. [37.8 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span 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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,400 [as of 2003]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:98.8 tons [89.8 metric tons]
Inventory rating:78.9 tons [71.7 metric tons]
Sufficiency rating:99.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201699.0GoodVery GoodVery GoodExcellent-5400
March 201499.0GoodVery GoodVery GoodExcellent-5400
March 201299.0GoodVery GoodVery GoodExcellent-5400
February 201099.0GoodVery GoodExcellentExcellent-5400
March 200899.0GoodExcellentExcellentExcellent-5400
March 200692.0FairFairSatisfactorySatisfactory-5400
August 200492.0FairFairSatisfactorySatisfactory-5400
March 200292.0FairFairSatisfactorySatisfactory-5400
October 200092.0FairFairSatisfactoryGood-5400
August 199892.0FairFairSatisfactoryGood-5400
October 199691.0FairFairSatisfactoryGood-5200
October 199491.0FairFairSatisfactoryGood-5200
August 199291.0FairFairSatisfactoryGood-5200
April 199193.0FairSatisfactorySatisfactoryGood-5200