Share:

6TH AVE over CHERRY CREEK

Map

Coordinates:
+39.72563, -104.98557
39°43'32" N, 104°59'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,862 [as of 2016]
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]
Sufficiency rating:54.1
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201654.1FairSatisfactoryFairGoodFO20862
October 201454.4FairSatisfactoryFairGoodFO19400
October 201254.4FairSatisfactoryFairGoodFO19400
October 201065.3FairGoodSatisfactoryGoodFO17492
October 200864.4FairGoodSatisfactoryGoodFO23766
October 200664.4GoodGoodGoodGoodFO23766
July 200464.4GoodGoodGoodGoodFO23766
November 200263.7GoodGoodGoodGoodFO23766
September 200061.7GoodGoodGoodGoodFO35892
December 199961.7GoodGoodGoodGoodFO35892
December 199861.7GoodGoodGoodGoodFO35892
July 199653.8FairSatisfactoryFairGoodFO17387
November 199447.3FairSatisfactoryFairGood-17387
December 199247.3FairSatisfactoryFairGood-17387
October 199047.5FairSatisfactoryFairGood-16101

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.95474221200
Deck
Reinforced Concrete Decksq. ft.6,5725,4551,11700
Wearing Surfacessq. ft.6,57206,57200
Substructure
Reinforced Concrete Columneach55000
Reinforced Concrete Abutmentlinear ft.155152300
Reinforced Concrete Pier Caplinear ft.7878000
Bridge Rail
Other Material Bridge Raillinear ft.2122011100