Share:

8TH AVENUE over CHERRY CREEK

Denver County, Colorado

Map

Coordinates:
+39.72887, -104.99035
39°43'44" N, 104°59'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:8TH AVENUE over CHERRY CREEK
Structure number:D-01-CC-170A
Location:8TH AVE AT SPEER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:87.9 ft. [26.8 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1989
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:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:22,863 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:75.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$586,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodSatisfactorySatisfactory2286375.2
October 2016FairGoodSatisfactorySatisfactory2286375.2
October 2014FairGoodSatisfactorySatisfactory1712775.9
October 2012FairGoodSatisfactorySatisfactory1712775.9
October 2010GoodGoodGoodGood2332375.2
October 2008GoodGoodGoodGood2477275.0
October 2006GoodGoodGoodGood2477275.0
July 2004GoodGoodGoodGood2477275.0
October 2002GoodVery GoodGoodGood2477275.0
September 2000GoodVery GoodGoodGood2400175.1
December 1999GoodVery GoodVery GoodVery Good2400175.1
December 1998GoodVery GoodVery GoodVery Good2400175.1
July 1996GoodVery GoodVery GoodVery Good2289975.2
November 1994GoodVery GoodGoodVery Good2289977.9
December 1992GoodVery GoodGoodVery Good2289977.9
October 1990GoodVery GoodVery GoodVery Good1318978.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,5471,405100402
Concrete Protective Coatingsq. ft.1,5471,547000
Deck
Reinforced Concrete Decksq. ft.6,2616,256500
Wearing Surfacessq. ft.6,2615,88437700
Substructure
Reinforced Concrete Abutmentlinear ft.1461351100
Concrete Protective Coatingsq. ft.146146000
Bridge Rail
Other Material Bridge Raillinear ft.1821701200
Steel Protective Coatingsq. ft.182182000