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PARK AVE WEST over BNSF RR & S PLATTE R

Map

Coordinates:
+39.75958, -104.99374
39°45'34" N, 104°59'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARK AVE WEST over BNSF RR & S PLATTE R
Structure number:D-03-V-030(A)
Location:WEST OF 22ND ST RAMP
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:212.0 ft. [64.6 m]
Total length:1884.9 ft. [574.5 m]
Roadway width between curbs:96.1 ft. [29.3 m]
Deck width edge-to-edge:128.0 ft. [39.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:44°
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:10
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:53,678 [as of 2013]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:92.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryGoodGood5367892.9
January 2015FairSatisfactoryGoodGood5367892.9
January 2013FairSatisfactoryGoodGood5367892.9
January 2011FairSatisfactoryGoodGood4916393.3
January 2009FairSatisfactoryGoodGood4916393.3
September 2006FairSatisfactoryGoodGood3891594.3
August 2004FairSatisfactoryGoodGood3891594.3
November 2002FairSatisfactoryGoodGood3891594.3
September 2000GoodGoodVery GoodVery Good3228194.9
January 1999GoodGoodVery GoodVery Good3228194.9
March 1996GoodGoodExcellentExcellent1124695.3
March 1995GoodGoodExcellentExcellent501081.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.20,24619,54670000
Steel Protective Coatingsq. ft.20,24620,246000
Prestressed Concrete Girder/Beamlinear ft.1,9801,980000
Reinforced Concrete Girder/Beamlinear ft.1,7001,700000
Deck
Reinforced Concrete Decksq. ft.402,964201,482201,48200
Substructure
Reinforced Concrete Columneach6161000
Reinforced Concrete Pier Walllinear ft.252252000
Reinforced Concrete Abutmentlinear ft.195187800
Reinforced Concrete Pier Caplinear ft.2,2112,205600
Joints
Strip Seal Jointlinear ft.1681511700
Pourable Jointlinear ft.1681493016
Assembly with Sealeach485048500
Bearings
Elastomeric Bearingeach2423010
Fixed Bearingeach3636000
Steel Protective Coatingsq. ft.3636000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4,3724,372000
Steel Protective Coatingsq. ft.4,3724,372000
Deck
Reinforced Concrete Slabsq. ft.39,79833,0326,76600