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NB680 TO WB US6 over I680/RMP1/RMP2/SB CD RD

Map 

Coordinates:
+41.25833, -96.07167
41°15'30" N, 96°04'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB680 TO WB US6 over I680/RMP1/RMP2/SB CD RD
Structure number:S680 00315
Location:DODGE ST INTRCHG
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:158.1 ft. [48.2 m]
Total length:305.1 ft. [93.0 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:2001
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 2003]
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:Superior to present desirable criteria [9]
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:98.8 tons [89.8 metric tons]
Inventory rating:67.9 tons [61.7 metric tons]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201795.0GoodVery GoodExcellentVery Good-3000
March 201595.0GoodVery GoodExcellentVery Good-3000
March 201395.0GoodVery GoodExcellentVery Good-3000
March 201195.0GoodVery GoodExcellentExcellent-3000
March 200995.0GoodVery GoodExcellentExcellent-3000
March 200795.0GoodExcellentExcellentExcellent-3000
March 200595.0GoodExcellentExcellentExcellent-3000
July 200395.0GoodExcellentExcellentExcellent-3000
September 200195.0GoodExcellentExcellentExcellent-3000