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MONACO PRKWY over CHERRY CREEK

Map 

Coordinates:
+39.69097, -104.91292
39°41'27" N, 104°54'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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