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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 2014 

Status:Open, no restriction [A]
Average daily traffic:4,439 [as of 2013]
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: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 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:69.7
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. ratingEvaluationDeckSuper.Sub.ADT
October 201469.7Functionally obsoleteSatisfactorySatisfactorySatisfactory4439
October 201269.7Functionally obsoleteSatisfactorySatisfactorySatisfactory4439
October 201069.8Functionally obsoleteSatisfactorySatisfactoryGood4159
October 200869.8Functionally obsoleteSatisfactorySatisfactoryGood4159
October 200668.3Functionally obsoleteSatisfactorySatisfactoryGood7444
July 200468.3Functionally obsoleteSatisfactorySatisfactoryGood7444
October 200267.1Functionally obsoleteGoodGoodGood7444
September 200066.6Functionally obsoleteGoodGoodGood8410
December 199966.6Functionally obsoleteGoodGoodVery Good8410
December 199866.6Functionally obsoleteGoodGoodVery Good8410
July 199666.9Not deficientGoodGoodGood6504
November 199474.2Functionally obsoleteGoodGoodGood6504
December 199274.2Functionally obsoleteGoodGoodGood6504
October 199073.5Functionally obsoleteGoodGoodSatisfactory13894