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US275/N92 over BIG PAPILLION CREEK

Map

Coordinates:
+41.21245, -96.03174
41°12'45" N, 96°01'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US275/N92 over BIG PAPILLION CREEK
Structure number:S275 18484
Location:1N RALSTON
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:109.9 ft. [33.5 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:77.4 ft. [23.6 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2001
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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:24,610 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Operating rating:76.9 tons [69.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:85.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201685.0GoodVery GoodExcellentGood-24610
February 201485.0GoodVery GoodExcellentGood-24610
January 201298.0GoodVery GoodExcellentGood-21010
March 201095.0GoodVery GoodExcellentVery Good-21010
March 200895.0GoodVery GoodExcellentVery Good-21205
March 200694.2GoodExcellentExcellentVery Good-29695
September 200494.0GoodExcellentExcellentVery Good-31550
February 200282.0FairExcellentVery GoodFair-37000
September 200182.0FairExcellentVery GoodFair-37000
July 200079.1PoorPoorSatisfactoryFairSD34450
August 199879.1PoorPoorSatisfactoryFairSD34450
October 199678.0FairFairSatisfactoryFair-45600
October 199480.4FairFairSatisfactoryFair-30070
August 199281.6FairSatisfactoryGoodFair-27945
September 199081.6FairSatisfactoryGoodFair-27945

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.675675000
Steel Protective Coatingsq. ft.1,9901,990000
Deck
Reinforced Concrete Decksq. ft.1,9951,82417100
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.5242280
Reinforced Concrete Pier Caplinear ft.4848000
Bearings
Elastomeric Bearingeach3232000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.170170000