Share:

US275/N92 over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.21247, -96.01173
41°12'45" N, 96°00'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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