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6TH AVE over CHERRY CREEK

Map

Coordinates:
+39.72556, -104.98571
39°43'32" N, 104°59'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:6TH AVE over CHERRY CREEK
Structure number:D-01-CC-200
Location:6TH AVE AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:50.9 ft. [15.5 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1956
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,862 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
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:54.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$902,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactoryFairGood2086254.1
October 2014FairSatisfactoryFairGood1940054.4
October 2012FairSatisfactoryFairGood1940054.4
October 2010FairGoodSatisfactoryGood1749265.3
October 2008FairGoodSatisfactoryGood2376664.4
October 2006GoodGoodGoodGood2376664.4
July 2004GoodGoodGoodGood2376664.4
November 2002GoodGoodGoodGood2376663.7
September 2000GoodGoodGoodGood3589261.7
December 1999GoodGoodGoodGood3589261.7
December 1998GoodGoodGoodGood3589261.7
July 1996FairSatisfactoryFairGood1738753.8
November 1994FairSatisfactoryFairGood1738747.3
December 1992FairSatisfactoryFairGood1738747.3
October 1990FairSatisfactoryFairGood1610147.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.95474221200
Deck
Reinforced Concrete Decksq. ft.6,5725,4551,11700
Wearing Surfacessq. ft.6,57206,57200
Substructure
Reinforced Concrete Columneach55000
Reinforced Concrete Abutmentlinear ft.155152300
Concrete Protective Coatingsq. ft.7676000
Reinforced Concrete Pier Caplinear ft.7878000
Bridge Rail
Other Material Bridge Raillinear ft.2122011100