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SB PENA BLVD over FUTURE PICADILLY RD

Map

Coordinates:
+39.83454, -104.73502
39°50'04" N, 104°44'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SB PENA BLVD over FUTURE PICADILLY RD
Structure number:D-31-PB-410
Location:0.4 MI EAST OF E-470
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:182.4 ft. [55.6 m]
Total length:187.7 ft. [57.2 m]
Roadway width between curbs:63.7 ft. [19.4 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,970 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactoryGoodGood2897094.3
December 2014FairSatisfactoryGoodGood2897094.3
December 2012FairSatisfactoryGoodGood2897094.3
December 2010FairSatisfactoryGoodGood1408677.3
December 2008FairSatisfactoryGoodGood1408677.3
November 2006FairSatisfactoryGoodGood3160394.0
October 2004FairSatisfactoryGoodGood3160394.0
September 2002FairSatisfactoryVery GoodGood3160396.0
August 2000GoodGoodVery GoodGood3268093.9
November 1999GoodGoodVery GoodVery Good3268093.9
November 1998GoodGoodVery GoodVery Good3268093.9
June 1996GoodGoodVery GoodVery Good2863794.3
November 1994GoodVery GoodVery GoodVery Good300082.8
January 1993GoodExcellentExcellentExcellent300082.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.938932600
Concrete Protective Coatingsq. ft.938938000
Deck
Reinforced Concrete Decksq. ft.12,39412,394000
Wearing Surfacessq. ft.11000
Reinforced Concrete Top Flangesq. ft.12,394012,39400
Substructure
Reinforced Concrete Abutmentlinear ft.137137000
Joints
Pourable Jointlinear ft.274771553012
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.375375000
Steel Protective Coatingsq. ft.375375000