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WB-I80 TO NB-680 over N38/WEST CENTER ROAD

Map 

Coordinates:
+41.23405, -96.08669
41°14'03" N, 96°05'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB-I80 TO NB-680 over N38/WEST CENTER ROAD
Structure number:S680 00083A
Location:I680/N38 INTRCHG
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:127.0 ft. [38.7 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1995
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:3
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 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2003]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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: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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:93.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201793.2GoodVery GoodVery GoodVery Good-5000
March 201593.2GoodVery GoodVery GoodVery Good-5000
March 201396.5GoodVery GoodVery GoodVery Good-5000
March 201182.4GoodVery GoodExcellentExcellent-5000
March 200982.4GoodVery GoodExcellentExcellent-5000
March 200796.5GoodExcellentExcellentExcellent-5000
March 200596.5GoodExcellentExcellentExcellent-5000
July 200396.5GoodExcellentExcellentExcellent-5000
April 200196.5GoodExcellentExcellentExcellent-5000
July 199998.5GoodExcellentExcellentExcellent-5000
June 199794.9GoodExcellentExcellentExcellent-43588
August 199593.6GoodExcellentExcellentExcellent-5000