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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 2014 

Status:Open, no restriction [A]
Average daily traffic:23,620 [as of 2013]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:59.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,867,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201459.1Functionally obsoleteFairSatisfactorySatisfactory23620
October 201259.1Functionally obsoleteFairSatisfactorySatisfactory23620
October 201059.3Functionally obsoleteSatisfactorySatisfactorySatisfactory29546
October 200859.5Functionally obsoleteSatisfactorySatisfactorySatisfactory27796
September 200659.5Functionally obsoleteSatisfactorySatisfactorySatisfactory27796
July 200459.5Functionally obsoleteSatisfactoryGoodSatisfactory27796
October 200258.4Functionally obsoleteSatisfactoryGoodSatisfactory27796
August 200055.9Functionally obsoleteGoodGoodGood41447
December 199947.8Functionally obsoleteGoodVery GoodFair41447
December 199847.8Functionally obsoleteGoodVery GoodFair41447
July 199661.4Functionally obsoleteSatisfactoryGoodSatisfactory27159
November 199463.9Functionally obsoleteSatisfactoryGoodFair27159
December 199263.9Functionally obsoleteSatisfactoryGoodFair27159
August 199063.3Functionally obsoleteSatisfactoryGoodFair22478