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WASHINGTON ST over CHERRY CREEK

Map

Coordinates:
+39.72052, -104.97899
39°43'14" N, 104°58'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WASHINGTON ST over CHERRY CREEK
Structure number:D-01-CC-230A
Location:WASHINGTON AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1929
Year reconstructed:1988
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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:4,538 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$478,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactorySatisfactorySatisfactory453888.9
October 2014FairSatisfactorySatisfactorySatisfactory443969.7
October 2012FairSatisfactorySatisfactorySatisfactory443969.7
October 2010FairSatisfactorySatisfactoryGood415969.8
October 2008FairSatisfactorySatisfactoryGood415969.8
October 2006FairSatisfactorySatisfactoryGood744468.3
July 2004FairSatisfactorySatisfactoryGood744468.3
October 2002GoodGoodGoodGood744467.1
September 2000GoodGoodGoodGood841066.6
December 1999GoodGoodGoodVery Good841066.6
December 1998GoodGoodGoodVery Good841066.6
July 1996GoodGoodGoodGood650466.9
November 1994GoodGoodGoodGood650474.2
December 1992GoodGoodGoodGood650474.2
October 1990FairGoodGoodSatisfactory1389473.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.5345800
Concrete Protective Coatingsq. ft.5346700
Reinforced Concrete Abutmentlinear ft.106100600
Concrete Protective Coatingsq. ft.106100600
Joints
Other Jointlinear ft.86216500
Bridge Rail
Other Material Bridge Raillinear ft.344034400
Deck
Reinforced Concrete Slabsq. ft.4,5754,45512000
Wearing Surfacessq. ft.4,5754,575000
Concrete Protective Coatingsq. ft.4,5754,45512000