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N14 over LOUP RIVER OVERFLOW

Map

Coordinates:
+41.33132, -97.98321
41°19'53" N, 97°58'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N14 over LOUP RIVER OVERFLOW
Structure number:S014 09725
Location:2S FULLERTON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:49.9 ft. [15.2 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,940 [as of 2018]
Truck traffic:19% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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]
Sufficiency rating:82.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodVery GoodFair194082.6
December 2016FairGoodVery GoodFair164583.2
January 2015FairVery GoodVery GoodSatisfactory164594.9
December 2012GoodVery GoodVery GoodGood176099.5
December 2010GoodVery GoodVery GoodVery Good182099.5
December 2008GoodVery GoodExcellentVery Good182098.0
December 2006GoodExcellentExcellentVery Good153099.6
June 2004GoodExcellentExcellentExcellent146599.6
April 2003GoodExcellentExcellentExcellent146599.6
December 2002FairFairSatisfactorySatisfactory153537.5
May 2000FairFairSatisfactorySatisfactory153537.5
June 1998FairFairSatisfactorySatisfactory153537.5
June 1996FairFairSatisfactorySatisfactory144035.6
June 1994FairFairGoodSatisfactory135536.2
June 1992FairFairGoodSatisfactory127536.3
October 1991FairFairGoodSatisfactory127536.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.954954000
Deck
Reinforced Concrete Decksq. ft.2,1331,66546800
Substructure
Steel Abutmentlinear ft.8400840
Steel Protective Coatingsq. ft.8400084
Steel Pileeach1800180
Reinforced Concrete Pier Caplinear ft.1621511100
Joints
Compression Jointlinear ft.8375800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.106106000