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EB-N64 over BIG PAPILLION CREEK

Map 

Coordinates:
+41.29122, -96.09711
41°17'28" N, 96°05'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB-N64 over BIG PAPILLION CREEK
Structure number:S064 07011R
Location:7E ELKHORN
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:145.0 ft. [44.2 m]
Total length:379.9 ft. [115.8 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:18,090 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:68.9 tons [62.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:86.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201686.4Not deficientSatisfactoryGoodSatisfactory18090
March 201486.4Not deficientSatisfactoryGoodSatisfactory18090
March 201298.3Not deficientSatisfactoryGoodSatisfactory18090
January 201098.1Not deficientSatisfactoryGoodSatisfactory20165
March 200898.3Not deficientSatisfactoryGoodGood17973
February 200698.3Not deficientSatisfactoryGoodGood17973
August 200498.2Not deficientSatisfactoryGoodGood19550
May 200298.2Not deficientSatisfactoryGoodGood19300
September 200098.1Not deficientSatisfactoryGoodGood19950
August 199898.1Not deficientSatisfactoryVery GoodVery Good19950
August 199696.2Not deficientSatisfactoryVery GoodVery Good19600
August 199497.0Not deficientSatisfactoryVery GoodVery Good13280
August 199297.3Not deficientSatisfactoryVery GoodVery Good8815
August 199097.3Not deficientSatisfactoryVery GoodVery Good8815