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WB-US6 BRG #8 over 108TH ST

Map 

Coordinates:
+41.25667, -96.07500
41°15'24" N, 96°04'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB-US6 BRG #8 over 108TH ST
Structure number:S006 36484C
Location:108TH & DODGE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:200.1 ft. [61.0 m]
Total length:401.9 ft. [122.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Owner:State Highway Agency [01]
Year built:2005
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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:51,638 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
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:68.9 tons [62.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201666.0Functionally obsoleteVery GoodExcellentVery Good51638
March 201466.0Functionally obsoleteVery GoodExcellentVery Good51638
March 201276.5Not deficientVery GoodExcellentVery Good37543
February 201077.4Not deficientVery GoodExcellentVery Good29530
March 200867.2Not deficientExcellentExcellentVery Good66400
November 200667.2Not deficientExcellentExcellentExcellent66400