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14TH AVE over CHERRY CREEK

Map 

Coordinates:
+39.73846, -104.99733
39°44'18" N, 104°59'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:14TH AVE over CHERRY CREEK
Structure number:D-01-CC-140
Location:14TH AVE AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:95.5 ft. [29.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:30°
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:8,579 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:43.0 tons [39.1 metric tons]
Inventory rating:26.1 tons [23.7 metric tons]
Sufficiency rating:56.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$792,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201656.2FairFairFairGoodFO8579
October 201456.4FairFairFairGoodFO7223
October 201256.4FairFairFairGoodFO7223
October 201055.9FairFairFairGoodFO10200
October 200867.1FairSatisfactorySatisfactoryGoodFO10745
October 200667.1FairSatisfactorySatisfactoryGoodFO10745
August 200467.1FairSatisfactorySatisfactoryGoodFO10745
October 200267.0FairSatisfactorySatisfactoryGoodFO10745
August 200064.1GoodGoodGoodGoodFO29064
December 199964.1GoodGoodGoodGoodFO29064
December 199864.1GoodGoodGoodGoodFO29064
July 199667.1FairSatisfactoryGoodSatisfactoryFO7828
November 199474.1FairSatisfactoryGoodSatisfactory-7828
December 199274.1FairSatisfactoryGoodSatisfactory-7828
September 199074.2FairSatisfactorySatisfactorySatisfactory-6586