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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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
March 201499.0Not deficientVery GoodVery GoodExcellent5400
March 201299.0Not deficientVery GoodVery GoodExcellent5400
February 201099.0Not deficientVery GoodExcellentExcellent5400
March 200899.0Not deficientExcellentExcellentExcellent5400
March 200692.0Not deficientFairSatisfactorySatisfactory5400
August 200492.0Not deficientFairSatisfactorySatisfactory5400
March 200292.0Not deficientFairSatisfactorySatisfactory5400
October 200092.0Not deficientFairSatisfactoryGood5400
August 199892.0Not deficientFairSatisfactoryGood5400
October 199691.0Not deficientFairSatisfactoryGood5200
October 199491.0Not deficientFairSatisfactoryGood5200
August 199291.0Not deficientFairSatisfactoryGood5200
April 199193.0Not deficientSatisfactorySatisfactoryGood5200