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SB US75 OVER CUMIN over N64 /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:SB US75 OVER CUMIN over N64 /CUMING ST
Structure number:S075 09109L
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:47.9 ft. [14.6 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 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]
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:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:72.6 tons [66.0 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:63.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201463.0Not deficientVery GoodVery GoodVery Good25568
March 201274.9Not deficientVery GoodVery GoodVery Good25568
March 201074.8Not deficientVery GoodVery GoodVery Good26308
March 200874.7Not deficientVery GoodVery GoodVery Good27185