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WB-US6 over 108TH ST

Map 

Coordinates:
+41.25667, -96.08333
41°15'24" N, 96°04'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB-US6 over 108TH ST
Structure number:S006 36484
Location:108TH & DODGE INTRCHG
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:83.0 ft. [25.3 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:118.1 ft. [36.0 m]
Deck width edge-to-edge:120.7 ft. [36.8 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1973
Year reconstructed:2003
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: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 2016 

Status:Open, no restriction [A]
Average daily traffic:103,275 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:83.8 tons [76.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:78.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201678.0Not deficientVery GoodVery GoodSatisfactory103275
March 201483.0Not deficientVery GoodVery GoodVery Good103275
March 201290.8Not deficientVery GoodVery GoodVery Good75085
February 201092.3Not deficientVery GoodVery GoodVery Good59060
March 200891.4Not deficientExcellentVery GoodVery Good68570
January 200691.4Not deficientExcellentVery GoodGood68570
July 200491.6Not deficientExcellentVery GoodGood66400
April 200391.6Not deficientExcellentVery GoodGood66400