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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 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
March 201595.0Not deficientVery GoodExcellentVery Good3000
March 201395.0Not deficientVery GoodExcellentVery Good3000
March 201195.0Not deficientVery GoodExcellentExcellent3000
March 200995.0Not deficientVery GoodExcellentExcellent3000
March 200795.0Not deficientExcellentExcellentExcellent3000
March 200595.0Not deficientExcellentExcellentExcellent3000
July 200395.0Not deficientExcellentExcellentExcellent3000
September 200195.0Not deficientExcellentExcellentExcellent3000