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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 2015 

Status:Open, no restriction [A]
Average daily traffic:123,335 [as of 2013]
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]
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. ratingEvaluationDeckSuper.Sub.ADT
March 201585.0Not deficientVery GoodVery GoodVery Good123335
March 201380.7Not deficientSatisfactoryVery GoodVery Good123335
March 201180.8Not deficientVery GoodExcellentVery Good122785
March 200982.7Not deficientVery GoodExcellentVery Good102985
March 200782.5Not deficientVery GoodExcellentVery Good105435
March 200583.6Not deficientVery GoodExcellentVery Good94700
July 200383.6Not deficientExcellentExcellentVery Good94000
April 200184.0Not deficientExcellentExcellentVery Good90325
July 199984.5Not deficientExcellentExcellentVery Good85390
December 199884.7Not deficientExcellentExcellentVery Good83305