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US 50 ML WBND over DRY CREEK

Map

Coordinates:
+38.28045, -104.56823
38°16'50" N, 104°34'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 50 ML WBND over DRY CREEK
Structure number:K-18-BY
Location:IN PUEBLO, NEAR E EDGE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:29.9 ft. [9.1 m]
Total length:124.3 ft. [37.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,800 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:68.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,010,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairFairFairFair380068.7
May 2014FairFairFairFair380060.2
May 2012FairFairFairFair410062.2
May 2010FairFairSatisfactoryFair410062.2
July 2008FairFairSatisfactoryFair410062.2
June 2006FairFairSatisfactoryFair405062.2
May 2004FairFairSatisfactoryFair452157.1
June 2002FairFairSatisfactoryFair519659.1
May 2000FairFairSatisfactoryFair462556.4
June 1998FairFairSatisfactoryFair462554.4
May 1996FairFairSatisfactoryFair400053.7
May 1994FairFairSatisfactorySatisfactory400062.0
June 1992FairSatisfactoryGoodSatisfactory400068.1
April 1990FairSatisfactoryGoodSatisfactory370068.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.49845330150
Deck
Reinforced Concrete Top Flangesq. ft.4,2331,9477201,5660
Wearing Surfacessq. ft.3,7353,01572000
Substructure
Reinforced Concrete Pier Walllinear ft.102891300
Reinforced Concrete Abutmentlinear ft.7272000
Joints
Pourable Jointlinear ft.108585000
Bearings
Movable Bearingeach1601600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2502302000
Steel Protective Coatingsq. ft.250250000