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WASHINGTON ST over CHERRY CREEK

Map

Coordinates:
+39.72064, -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]
Operating rating:43.1 tons [39.2 metric tons]
Inventory rating:25.9 tons [23.5 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201688.9FairSatisfactorySatisfactorySatisfactory-4538
October 201469.7FairSatisfactorySatisfactorySatisfactoryFO4439
October 201269.7FairSatisfactorySatisfactorySatisfactoryFO4439
October 201069.8FairSatisfactorySatisfactoryGoodFO4159
October 200869.8FairSatisfactorySatisfactoryGoodFO4159
October 200668.3FairSatisfactorySatisfactoryGoodFO7444
July 200468.3FairSatisfactorySatisfactoryGoodFO7444
October 200267.1GoodGoodGoodGoodFO7444
September 200066.6GoodGoodGoodGoodFO8410
December 199966.6GoodGoodGoodVery GoodFO8410
December 199866.6GoodGoodGoodVery GoodFO8410
July 199666.9GoodGoodGoodGood-6504
November 199474.2GoodGoodGoodGoodFO6504
December 199274.2GoodGoodGoodGoodFO6504
October 199073.5FairGoodGoodSatisfactoryFO13894

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.5345800
Reinforced Concrete Abutmentlinear ft.106100600
Joints
Other Jointlinear ft.86612500
Bridge Rail
Other Material Bridge Raillinear ft.344034400
Deck
Reinforced Concrete Slabsq. ft.4,5752,8821,69300
Wearing Surfacessq. ft.4,5752,8821,69300