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N64 over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.28513, -96.04776
41°17'06" N, 96°02'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N64 over LITTLE PAPILLION CREEK
Structure number:S064 07280
Location:10E ELKHORN
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:58.1 ft. [17.7 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:70.9 ft. [21.6 m]
Deck width edge-to-edge:83.7 ft. [25.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2014
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,080 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:71.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201671.0FairFairFairSatisfactory-23080
March 201471.0FairFairFairSatisfactory-23080
March 201282.2FairFairFairSatisfactory-23080
February 201094.7FairSatisfactorySatisfactorySatisfactory-23690
March 200894.6GoodGoodGoodGood-24120
January 200693.6GoodGoodGoodGood-24120
August 200492.6GoodGoodGoodGood-31060
February 200292.8GoodGoodGoodGood-30060
September 200092.5GoodGoodGoodGood-32340
August 199892.5GoodGoodGoodGood-32340
August 199691.8GoodGoodGoodGood-23070
August 199490.7GoodGoodGoodGood-28700
July 199291.3GoodGoodGoodGood-24360
July 199091.3GoodGoodGoodGood-24360

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.4854300
Reinforced Concrete Abutmentlinear ft.5252000
Steel Pileeach5074300
Reinforced Concrete Pier Caplinear ft.6862240
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.87550032
Deck
Reinforced Concrete Slabsq. ft.1,111915131830
Wearing Surfacessq. ft.66651174810