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MONACO PRKWY over CHERRY CREEK

Map

Coordinates:
+39.69097, -104.91292
39°41'27" N, 104°54'47" 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]
Operating rating:37.8 tons [34.4 metric tons]
Inventory rating:22.7 tons [20.6 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201658.6FairFairSatisfactorySatisfactoryFO27010
October 201459.1FairFairSatisfactorySatisfactoryFO23620
October 201259.1FairFairSatisfactorySatisfactoryFO23620
October 201059.3FairSatisfactorySatisfactorySatisfactoryFO29546
October 200859.5FairSatisfactorySatisfactorySatisfactoryFO27796
September 200659.5FairSatisfactorySatisfactorySatisfactoryFO27796
July 200459.5FairSatisfactoryGoodSatisfactoryFO27796
October 200258.4FairSatisfactoryGoodSatisfactoryFO27796
August 200055.9GoodGoodGoodGoodFO41447
December 199947.8FairGoodVery GoodFairFO41447
December 199847.8FairGoodVery GoodFairFO41447
July 199661.4FairSatisfactoryGoodSatisfactoryFO27159
November 199463.9FairSatisfactoryGoodFairFO27159
December 199263.9FairSatisfactoryGoodFairFO27159
August 199063.3FairSatisfactoryGoodFairFO22478

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,5482,088450100
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.16,3807,5342,7856,0610
Wearing Surfacessq. ft.16,38013,5952,78500
Substructure
Reinforced Concrete Pier Walllinear ft.225222300
Reinforced Concrete Abutmentlinear ft.22550591160
Joints
Strip Seal Jointlinear ft.113011300
Pourable Jointlinear ft.113113000
Bearings
Elastomeric Bearingeach2423100
Movable Bearingeach2424000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach88000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Other Material Bridge Raillinear ft.3643244000