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6TH AVE over CHERRY CREEK

Map 

Coordinates:
+39.72563, -104.98557
39°43'32" N, 104°59'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:6TH AVE over CHERRY CREEK
Structure number:D-01-CC-200
Location:6TH AVE 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:106.0 ft. [32.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1956
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:19,400 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:42.5 tons [38.6 metric tons]
Inventory rating:25.4 tons [23.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:54.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$902,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201454.4Functionally obsoleteSatisfactoryFairGood19400
October 201254.4Functionally obsoleteSatisfactoryFairGood19400
October 201065.3Functionally obsoleteGoodSatisfactoryGood17492
October 200864.4Functionally obsoleteGoodSatisfactoryGood23766
October 200664.4Functionally obsoleteGoodGoodGood23766
July 200464.4Functionally obsoleteGoodGoodGood23766
November 200263.7Functionally obsoleteGoodGoodGood23766
September 200061.7Functionally obsoleteGoodGoodGood35892
December 199961.7Functionally obsoleteGoodGoodGood35892
December 199861.7Functionally obsoleteGoodGoodGood35892
July 199653.8Functionally obsoleteSatisfactoryFairGood17387
November 199447.3Not deficientSatisfactoryFairGood17387
December 199247.3Not deficientSatisfactoryFairGood17387
October 199047.5Not deficientSatisfactoryFairGood16101