US75 I480 ACCESS over BURT ST/FAU 5110


+41.26689, -95.95245
41°16'01" N, 95°57'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US75 I480 ACCESS over BURT ST/FAU 5110
Structure number:S075 09102B
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:125.0 ft. [38.1 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2007
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:Prestressed concrete [5]
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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:9,000 [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:Equal to present desirable criteria [8]
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:98.8 tons [89.8 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:93.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201493.3Not deficientVery GoodVery GoodExcellent9000
March 201299.2Not deficientVery GoodVery GoodExcellent9000
February 201099.2Not deficientVery GoodExcellentExcellent9000
March 200897.2Not deficientFairSatisfactoryGood9000
March 200697.2Not deficientFairSatisfactoryGood9000
August 200497.2Not deficientFairSatisfactoryGood9000
March 200298.2Not deficientSatisfactoryGoodGood9000
October 200098.2Not deficientSatisfactoryGoodGood9000
August 199898.2Not deficientSatisfactoryGoodGood9000
September 199697.6Not deficientSatisfactoryGoodGood4200
October 199496.7Not deficientSatisfactoryGoodGood4200
August 199296.7Not deficientSatisfactoryGoodGood4200
December 199198.7Not deficientGoodGoodGood4200