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MONACO PRKWY over CHERRY CREEK

Map

Coordinates:
+39.69093, -104.91291
39°41'27" N, 104°54'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MONACO PRKWY over CHERRY CREEK
Structure number:D-01-CC-320
Location:MONACO AT CHERRY CREEK DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:67.9 ft. [20.7 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1964
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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:27,010 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:58.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,867,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairFairSatisfactorySatisfactory2701058.6
October 2014FairFairSatisfactorySatisfactory2362059.1
October 2012FairFairSatisfactorySatisfactory2362059.1
October 2010FairSatisfactorySatisfactorySatisfactory2954659.3
October 2008FairSatisfactorySatisfactorySatisfactory2779659.5
September 2006FairSatisfactorySatisfactorySatisfactory2779659.5
July 2004FairSatisfactoryGoodSatisfactory2779659.5
October 2002FairSatisfactoryGoodSatisfactory2779658.4
August 2000GoodGoodGoodGood4144755.9
December 1999FairGoodVery GoodFair4144747.8
December 1998FairGoodVery GoodFair4144747.8
July 1996FairSatisfactoryGoodSatisfactory2715961.4
November 1994FairSatisfactoryGoodFair2715963.9
December 1992FairSatisfactoryGoodFair2715963.9
August 1990FairSatisfactoryGoodFair2247863.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,5482,088450100
Steel Protective Coatingsq. ft.2,5482,08800460
Deck
Reinforced Concrete Decksq. ft.16,38014,74201,6380
Wearing Surfacessq. ft.16,38013,5952,78500
Substructure
Reinforced Concrete Pier Walllinear ft.225222300
Reinforced Concrete Abutmentlinear ft.22550591160
Concrete Protective Coatingsq. ft.225225000
Joints
Strip Seal Jointlinear ft.113011300
Pourable Jointlinear ft.113113000
Bearings
Elastomeric Bearingeach2423100
Movable Bearingeach2424000
Steel Protective Coatingsq. ft.2424000
Fixed Bearingeach88000
Steel Protective Coatingsq. ft.88000
Bridge Rail
Other Material Bridge Raillinear ft.3643244000