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WASHINGTON ST over CHERRY CREEK

Map 

Coordinates:
+39.72064, -104.97899
39°43'14" N, 104°58'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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