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EB-N64 over BIG PAPILLION CREEK

Map

Coordinates:
+41.29122, -96.09711
41°17'28" N, 96°05'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.57236819950
Steel Protective Coatingsq. ft.1,9721,9450027
Deck
Reinforced Concrete Decksq. ft.1,4801,39968130
Substructure
Reinforced Concrete Pier Walllinear ft.36211500
Reinforced Concrete Abutmentlinear ft.6161000
Reinforced Concrete Pier Caplinear ft.3737000
Bearings
Movable Bearingeach1550100
Fixed Bearingeach55000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.23010912100