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SB PENA BLVD over FIRST CREEK

Map

Coordinates:
+39.80378, -104.78723
39°48'14" N, 104°47'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SB PENA BLVD over FIRST CREEK
Structure number:D-31-PB-220
Location:2.75 MI NORTH OF I-70
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:136.2 ft. [41.5 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:13°
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:28,408 [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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactoryGoodGood2840897.3
December 2014FairSatisfactoryGoodGood2840897.3
December 2012FairSatisfactoryGoodGood2840897.3
December 2010FairSatisfactoryGoodGood1700698.4
December 2008FairSatisfactoryGoodGood1700698.4
November 2006FairSatisfactoryGoodGood2533197.6
October 2004FairSatisfactoryGoodGood2533197.6
September 2002FairSatisfactoryVery GoodGood2533197.6
August 2000FairSatisfactoryVery GoodVery Good2290196.9
November 1999GoodGoodVery GoodVery Good2290196.9
November 1998GoodGoodVery GoodVery Good2290196.9
June 1996GoodGoodVery GoodVery Good2344996.8
November 1994GoodVery GoodVery GoodVery Good300098.8
August 1993GoodExcellentExcellentExcellent300099.8

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.4324221000
Deck
Reinforced Concrete Decksq. ft.6,1456,145000
Reinforced Concrete Top Flangesq. ft.6,14506,14500
Substructure
Reinforced Concrete Abutmentlinear ft.88682000
Concrete Protective Coatingsq. ft.88780010
Joints
Strip Seal Jointlinear ft.8808800
Pourable Jointlinear ft.4403608
Compression Jointlinear ft.88781000
Bearings
Pot Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.288288000
Steel Protective Coatingsq. ft.288288000