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I680 over BIG PAPILLION CREEK

Map

Coordinates:
+41.25281, -96.08058
41°15'10" N, 96°04'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I680 over BIG PAPILLION CREEK
Structure number:S680 00216
Location:IN OMAHA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.1 ft. [36.6 m]
Total length:323.2 ft. [98.5 m]
Roadway width between curbs:171.3 ft. [52.2 m]
Deck width edge-to-edge:172.3 ft. [52.5 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:2013
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:123,335 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:81.8 tons [74.4 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:85.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201785.0FairSatisfactoryVery GoodVery Good-123335
March 201585.0GoodVery GoodVery GoodVery Good-123335
March 201380.7FairSatisfactoryVery GoodVery Good-123335
March 201180.8GoodVery GoodExcellentVery Good-122785
March 200982.7GoodVery GoodExcellentVery Good-102985
March 200782.5GoodVery GoodExcellentVery Good-105435
March 200583.6GoodVery GoodExcellentVery Good-94700
July 200383.6GoodExcellentExcellentVery Good-94000
April 200184.0GoodExcellentExcellentVery Good-90325
July 199984.5GoodExcellentExcellentVery Good-85390
December 199884.7GoodExcellentExcellentVery Good-83305