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US 50 ML EBND over DRY CREEK

Map

Coordinates:
+38.28030, -104.56827
38°16'49" N, 104°34'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 50 ML EBND over DRY CREEK
Structure number:K-18-BZ
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:124.0 ft. [37.8 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 2017

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:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
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:69.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$228,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactoryFair380069.7
May 2016FairSatisfactorySatisfactoryFair380069.7
May 2014FairSatisfactorySatisfactoryFair380061.2
May 2012FairSatisfactoryGoodSatisfactory410074.2
May 2010FairSatisfactoryGoodSatisfactory410074.2
July 2008FairSatisfactoryGoodSatisfactory410074.2
June 2006FairSatisfactoryGoodSatisfactory405074.2
May 2004FairSatisfactoryGoodSatisfactory452168.2
June 2002FairSatisfactoryGoodSatisfactory519670.2
May 2000FairSatisfactoryGoodSatisfactory462567.6
June 1998FairSatisfactoryGoodSatisfactory462565.6
May 1996FairSatisfactoryGoodSatisfactory400064.9
May 1994FairSatisfactoryGoodSatisfactory400063.0
June 1992FairSatisfactorySatisfactorySatisfactory400068.1
April 1990FairFairGoodSatisfactory370067.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.496491500
Deck
Reinforced Concrete Top Flangesq. ft.4,2164,1744200
Wearing Surfacessq. ft.3,7203,720000
Substructure
Reinforced Concrete Pier Walllinear ft.108107100
Reinforced Concrete Abutmentlinear ft.7272000
Joints
Pourable Jointlinear ft.104366800
Bearings
Movable Bearingeach1601600
Steel Protective Coatingsq. ft.1600016
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.248248000
Steel Protective Coatingsq. ft.248248000