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CHAMPA ST over CHERRY CREEK

Map

Coordinates:
+39.74189, -104.99968
39°44'31" N, 104°59'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHAMPA ST over CHERRY CREEK
Structure number:D-01-CC-100
Location:CHAMPA AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:50.9 ft. [15.5 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1976
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:2
Main spans material:Concrete continuous [2]
Main spans 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:6,049 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:75.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$739,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodSatisfactoryGood604975.9
October 2016FairGoodSatisfactoryGood604975.9
October 2014FairGoodSatisfactoryGood551276.0
October 2012GoodGoodGoodGood551276.0
October 2010GoodGoodGoodVery Good589075.9
October 2008GoodGoodGoodVery Good589075.9
October 2006GoodGoodGoodVery Good570975.9
August 2004GoodGoodGoodVery Good570975.9
October 2002GoodGoodGoodVery Good570975.3
August 2000GoodGoodGoodVery Good2010273.3
December 1999GoodGoodGoodVery Good2010273.3
December 1998GoodGoodGoodVery Good2010273.3
July 1996FairSatisfactoryGoodGood740774.9
November 1994FairSatisfactoryGoodGood740773.2
December 1992FairSatisfactoryGoodGood740773.2
September 1990FairSatisfactoryGoodGood331773.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.8788463200
Deck
Reinforced Concrete Top Flangesq. ft.7,2477,242500
Wearing Surfacessq. ft.7,2473,6231,8121,8120
Substructure
Reinforced Concrete Pier Walllinear ft.3636000
Reinforced Concrete Abutmentlinear ft.1461262000
Bridge Rail
Other Material Bridge Raillinear ft.2201437610
Steel Protective Coatingsq. ft.220220000