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ABND OLD US36 over LITTLE BEAVER CREEK

Rawlins County, Kansas

Map

Coordinates:
+39.78500, -101.20333
39°47'06" N, 101°12'12" W
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Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ABND OLD US36 over LITTLE BEAVER CREEK
Structure number:999903600770191
Location:11.09 M E-WCL ADJ LT ALG.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:29.9 ft. [9.1 m]
Total length:227.4 ft. [69.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1940
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:7
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,180 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:57.3
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$188,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactoryFairSatisfactory118057.3
March 2016FairSatisfactoryFairSatisfactory120064.2
March 2014FairSatisfactorySatisfactorySatisfactory106078.9
March 2012FairSatisfactorySatisfactorySatisfactory95078.9
March 2010FairGoodSatisfactorySatisfactory83579.0
April 2008FairGoodSatisfactorySatisfactory81080.0
March 2006FairGoodSatisfactorySatisfactory91575.5
March 2004FairGoodSatisfactorySatisfactory104075.4
March 2002FairGoodSatisfactorySatisfactory1293.8
April 2000FairGoodSatisfactorySatisfactory1294.8
November 1999FairGoodSatisfactorySatisfactory1294.8
August 1998FairGoodSatisfactorySatisfactory1294.8
November 1997FairGoodSatisfactorySatisfactory1294.8
April 1996FairGoodSatisfactorySatisfactory1297.0
November 1995FairGoodSatisfactorySatisfactory1297.0
December 1994FairGoodSatisfactorySatisfactory1292.9
June 1993FairGoodSatisfactorySatisfactory1293.9
March 1992FairGoodSatisfactorySatisfactory1293.9
September 1990FairGoodSatisfactorySatisfactory1286.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,1381,000125121
Deck
Reinforced Concrete Top Flangesq. ft.5,4605,296109550
Wearing Surfacessq. ft.5,46003,8221,092546
Substructure
Reinforced Concrete Columneach124620
Reinforced Concrete Abutmentlinear ft.5505500
Reinforced Concrete Pier Caplinear ft.1444080240
Bearings
Movable Bearingeach30020010
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.455285155150