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US 50 ML over BRUSH CREEK

Map

Coordinates:
+38.41365, -106.41169
38°24'49" N, 106°24'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 50 ML over BRUSH CREEK
Structure number:K-11-F
Location:IN SARGENTS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:18.4 ft. [5.6 m]
Total length:38.7 ft. [11.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1939
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:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,600 [as of 2011]
Truck traffic:20% of total traffic
Deck condition:Good [7 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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:54.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodFairSatisfactory260054.8
August 2017FairGoodSatisfactoryGood260065.8
February 2015FairGoodSatisfactoryGood260065.8
February 2013FairGoodSatisfactoryGood180066.8
January 2011GoodGoodGoodGood180066.8
March 2009GoodGoodGoodGood180066.8
March 2007GoodGoodGoodGood230065.8
March 2005GoodGoodGoodGood194366.8
March 2003GoodGoodGoodGood222472.5
March 2001GoodGoodGoodGood215865.5
February 1999GoodGoodGoodGood215862.5
February 1997GoodGoodGoodGood180063.5
February 1995GoodGoodGoodGood180062.5
February 1993GoodGoodVery GoodVery Good180059.7
January 1991FairGoodSatisfactoryGood165059.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.532399114019
Substructure
Timber Columneach2316520
Timber Abutmentlinear ft.7266240
Timber Pier Caplinear ft.120120000
Deck
Timber Decksq. ft.1,2011,1416000
Wearing Surfacessq. ft.1,2011,201000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7878000
Steel Protective Coatingsq. ft.7878000