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SB PENA BLVD over FIRST CREEK

Map

Coordinates:
+39.80393, -104.78721
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]
Operating rating:80.1 tons [72.8 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:97.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201697.3FairSatisfactoryGoodGood-28408
December 201497.3FairSatisfactoryGoodGood-28408
December 201297.3FairSatisfactoryGoodGood-28408
December 201098.4FairSatisfactoryGoodGood-17006
December 200898.4FairSatisfactoryGoodGood-17006
November 200697.6FairSatisfactoryGoodGood-25331
October 200497.6FairSatisfactoryGoodGood-25331
September 200297.6FairSatisfactoryVery GoodGood-25331
August 200096.9FairSatisfactoryVery GoodVery Good-22901
November 199996.9GoodGoodVery GoodVery Good-22901
November 199896.9GoodGoodVery GoodVery Good-22901
June 199696.8GoodGoodVery GoodVery Good-23449
November 199498.8GoodVery GoodVery GoodVery Good-3000
August 199399.8GoodExcellentExcellentExcellent-3000

Element Data

Source: National Bridge Elements dataset, 2016 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
Substructure
Reinforced Concrete Abutmentlinear ft.8888000
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.10,75310,753000