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14TH AVE over CHERRY CREEK

Map

Coordinates:
+39.73836, -104.99746
39°44'18" N, 104°59'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:14TH AVE over CHERRY CREEK
Structure number:D-01-CC-140
Location:14TH AVE AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:95.5 ft. [29.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:30°
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:8,579 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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: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:56.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$792,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairFairFairGood857956.2
October 2014FairFairFairGood722356.4
October 2012FairFairFairGood722356.4
October 2010FairFairFairGood1020055.9
October 2008FairSatisfactorySatisfactoryGood1074567.1
October 2006FairSatisfactorySatisfactoryGood1074567.1
August 2004FairSatisfactorySatisfactoryGood1074567.1
October 2002FairSatisfactorySatisfactoryGood1074567.0
August 2000GoodGoodGoodGood2906464.1
December 1999GoodGoodGoodGood2906464.1
December 1998GoodGoodGoodGood2906464.1
July 1996FairSatisfactoryGoodSatisfactory782867.1
November 1994FairSatisfactoryGoodSatisfactory782874.1
December 1992FairSatisfactoryGoodSatisfactory782874.1
September 1990FairSatisfactorySatisfactorySatisfactory658674.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.85972460750
Deck
Reinforced Concrete Decksq. ft.5,9153,72602,1890
Wearing Surfacessq. ft.5,9152,9572,95800
Substructure
Reinforced Concrete Columneach54100
Reinforced Concrete Abutmentlinear ft.143141200
Reinforced Concrete Pier Caplinear ft.7265700
Bridge Rail
Other Material Bridge Raillinear ft.1911721009