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S15A CHAMPION SPUR over FRENCHMAN CREEK

Map

Coordinates:
+40.47069, -101.74187
40°28'14" N, 101°44'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S15A CHAMPION SPUR over FRENCHMAN CREEK
Structure number:SS15A00663
Location:1N CHAMPION
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:42.0 ft. [12.8 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,115 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:83.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodGoodGood111583.9
April 2016FairFairFairGood96572.7
April 2014FairFairFairGood96572.7
April 2012FairFairFairGood126073.5
April 2010FairFairFairGood113573.5
April 2008FairFairFairGood113573.5
April 2006FairFairFairGood114058.9
October 2004FairFairGoodGood125068.9
April 2002FairFairSatisfactoryGood111069.0
October 2000FairFairSatisfactoryGood98070.0
October 1998FairFairSatisfactoryGood98070.0
November 1996FairFairFairGood87560.0
November 1994FairFairFairGood78061.0
September 1992FairFairFairGood91560.9
December 1990FairFairFairGood91560.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.5858000
Reinforced Concrete Abutmentlinear ft.104100400
Reinforced Concrete Pier Caplinear ft.5858000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1760156200
Deck
Reinforced Concrete Slabsq. ft.2,6952,6554000
Wearing Surfacessq. ft.2,2832,283000