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NB PENA BLVD over SECOND CREEK TRIB

Map

Coordinates:
+39.83204, -104.77603
39°49'55" N, 104°46'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NB PENA BLVD over SECOND CREEK TRIB
Structure number:D-31-PB-320
Location:WEST OF TOWER ROAD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:143.1 ft. [43.6 m]
Total length:148.3 ft. [45.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1993
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:27,502 [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:Better than present minimum criteria [7]
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:97.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactoryGoodGood2750297.4
December 2014FairSatisfactoryGoodGood2750297.4
December 2012FairSatisfactoryGoodGood2750295.4
December 2010FairSatisfactoryGoodGood2325595.8
December 2008FairSatisfactoryGoodGood2325595.8
November 2006FairSatisfactoryGoodGood2138996.0
October 2004FairSatisfactoryGoodGood2138996.0
September 2002FairSatisfactoryVery GoodGood2138997.0
August 2000FairSatisfactoryVery GoodGood2469697.7
November 1999GoodGoodVery GoodVery Good2469697.7
November 1998GoodGoodVery GoodVery Good2469697.7
June 1996GoodGoodVery GoodVery Good2362697.8
November 1994GoodVery GoodVery GoodVery Good300099.8
January 1993GoodExcellentExcellentExcellent300097.8

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.445445000
Concrete Protective Coatingsq. ft.445445000
Deck
Reinforced Concrete Decksq. ft.6,2996,299000
Reinforced Concrete Top Flangesq. ft.6,29706,29700
Substructure
Reinforced Concrete Abutmentlinear ft.8577800
Concrete Protective Coatingsq. ft.8585000
Joints
Pourable Jointlinear ft.8508500
Compression Jointlinear ft.85043042
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.296296000
Steel Protective Coatingsq. ft.296296000