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NB-US75 over N64R/CUMING ST

Map 

Coordinates:
+41.26667, -95.95167
41°16'00" N, 95°57'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB-US75 over N64R/CUMING ST
Structure number:S075 09109R
Location:US75/N64 INTRCHG
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:74.2 ft. [22.6 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:73.2 ft. [22.3 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Vertical clearance below bridge:16.7 ft. [5.1 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]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
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:25,568 [as of 2012]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 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:65.7 tons [59.7 metric tons]
Inventory rating:39.4 tons [35.8 metric tons]
Sufficiency rating:84.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201484.0Not deficientVery GoodExcellentVery Good25568
March 201296.6Not deficientVery GoodExcellentVery Good25568
March 201096.5Not deficientVery GoodExcellentVery Good26308
March 200896.4Not deficientExcellentExcellentExcellent27185