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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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201686.4FairSatisfactoryGoodSatisfactory-18090
March 201486.4FairSatisfactoryGoodSatisfactory-18090
March 201298.3FairSatisfactoryGoodSatisfactory-18090
January 201098.1FairSatisfactoryGoodSatisfactory-20165
March 200898.3FairSatisfactoryGoodGood-17973
February 200698.3FairSatisfactoryGoodGood-17973
August 200498.2FairSatisfactoryGoodGood-19550
May 200298.2FairSatisfactoryGoodGood-19300
September 200098.1FairSatisfactoryGoodGood-19950
August 199898.1FairSatisfactoryVery GoodVery Good-19950
August 199696.2FairSatisfactoryVery GoodVery Good-19600
August 199497.0FairSatisfactoryVery GoodVery Good-13280
August 199297.3FairSatisfactoryVery GoodVery Good-8815
August 199097.3FairSatisfactoryVery GoodVery Good-8815