Share:

WB-US6/DODGE ST over I480/US75

Map 

Coordinates:
+41.25875, -95.95417
41°15'31" N, 95°57'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB-US6/DODGE ST over I480/US75
Structure number:S480 00231
Location:IN OMAHA
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:235.9 ft. [71.9 m]
Total length:476.1 ft. [145.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:8,048 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:38.0 tons [34.5 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:55.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201555.5Not deficientVery GoodExcellentExcellent8048
March 201364.1Not deficientVery GoodExcellentExcellent8048
February 201163.4Not deficientVery GoodExcellentExcellent10408
March 200966.4Not deficientExcellentExcellentExcellent4085
March 200780.1Not deficientExcellentExcellentExcellent7283
March 200580.0Not deficientExcellentExcellentExcellent8600
June 200380.0Not deficientExcellentExcellentExcellent8725
March 200179.6Not deficientExcellentExcellentVery Good11625
August 199979.9Not deficientExcellentExcellentVery Good8843
20000.0Not applicable---29000
July 199759.0Structurally deficientSeriousFairGood18955
July 199558.3Structurally deficientSeriousFairGood13065
July 199358.2Structurally deficientSeriousFairGood14450
December 199162.8Not deficientSatisfactoryFairGood18595