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US 50 ML WBND over WILLIAMS CREEK

Map

Coordinates:
+38.31593, -104.66463
38°18'57" N, 104°39'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 50 ML WBND over WILLIAMS CREEK
Structure number:K-18-O
Location:15.5 MI E OF FREMONT-PUEB
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:4.9 ft. [1.5 m]
Total length:109.3 ft. [33.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1925
Year reconstructed:1947
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:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,500 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:73.1
Estimated cost of work:$208,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairGoodSatisfactorySatisfactory1850073.1
December 2014FairGoodSatisfactorySatisfactory1850073.1
December 2012GoodGoodGoodGood1970073.0
December 2010GoodGoodGoodGood1970073.0
November 2008GoodGoodGoodGood1970073.0
October 2006GoodGoodGoodGood2080072.9
November 2004GoodGoodGoodGood1686980.0
December 2002GoodGoodGoodGood1732579.0
November 2000GoodGoodGoodGood1395076.3
December 1998GoodGoodGoodGood1395076.3
November 1996GoodGoodGoodGood735079.1
November 1994GoodGoodGoodGood735079.3
December 1992GoodVery GoodVery GoodGood630059.7
November 1990GoodGoodGoodGood1100059.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.87674912520
Deck
Reinforced Concrete Top Flangesq. ft.3,8983,14875000
Wearing Surfacessq. ft.3,2701,7701,50000
Substructure
Reinforced Concrete Pier Walllinear ft.46301510
Masonry Abutmentlinear ft.82622000
Reinforced Concrete Pier Caplinear ft.1311003010
Joints
Open Jointlinear ft.4141000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.219219000
Steel Protective Coatingsq. ft.219219000
Reinforced Concrete Bridge Raillinear ft.2191398000