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US275/N92 over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.21247, -96.01173
41°12'45" N, 96°00'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US275/N92 over LITTLE PAPILLION CREEK
Structure number:S275 18587
Location:1E RALSTON
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:162.1 ft. [49.4 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1997
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:Prestressed concrete [5]
Main spans design:Tee beam [04]
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:24,205 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:98.8 tons [89.8 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:85.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201685.0GoodGoodVery GoodGood-24205
February 201485.0GoodGoodVery GoodGood-24205
January 201297.8GoodGoodVery GoodGood-23415
March 201097.8GoodVery GoodExcellentVery Good-23415
March 200897.6GoodVery GoodExcellentVery Good-25680
March 200697.6GoodExcellentExcellentVery Good-25505
September 200497.3GoodExcellentExcellentVery Good-28900
February 200296.9FairExcellentExcellentSatisfactory-33450
July 200096.5FairExcellentExcellentSatisfactory-36850
August 199896.5FairExcellentExcellentSatisfactory-36850
April 199796.8FairExcellentExcellentSatisfactory-33965
August 199657.1PoorPoorSatisfactoryFairSD31055
October 199457.6PoorPoorSatisfactoryFairSD26660
August 199260.0FairFairSatisfactoryFair-23940
September 199072.6FairSatisfactorySatisfactorySatisfactory-23940

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,6571,657000
Deck
Reinforced Concrete Decksq. ft.1,1141,0248910
Substructure
Reinforced Concrete Columneach87010
Reinforced Concrete Pier Walllinear ft.77000
Reinforced Concrete Abutmentlinear ft.4949000
Reinforced Concrete Pier Caplinear ft.4545000
Bearings
Elastomeric Bearingeach204204000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9898000