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US6/WEST DODGE ST over 137TH ST

Map 

Coordinates:
+41.26326, -96.12969
41°15'48" N, 96°07'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US6/WEST DODGE ST over 137TH ST
Structure number:S006 36240
Location:W DODGE @ 138TH STOMAHA
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:78.1 ft. [23.8 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:107.3 ft. [32.7 m]
Deck width edge-to-edge:109.9 ft. [33.5 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: February 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:103,105 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:98.8 tons [89.8 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:84.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201684.0GoodGoodGoodVery Good-103105
February 201484.0GoodVery GoodGoodVery Good-103105
February 201289.6GoodVery GoodGoodVery Good-99180
March 201089.6GoodVery GoodGoodExcellent-99180
March 200889.3GoodVery GoodGoodExcellent-101990
February 200691.8GoodVery GoodGoodExcellent-76075
July 200493.7GoodVery GoodGoodExcellent-55800
February 200293.9GoodVery GoodGoodExcellent-53700
October 200094.3GoodVery GoodVery GoodExcellent-49150
September 199894.3GoodExcellentExcellentExcellent-49150
August 199692.7GoodExcellentExcellentExcellent-34550
September 199493.7GoodExcellentExcellentExcellent-29475
November 199388.6GoodExcellentExcellentExcellent-29475