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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 2014 

Status:Open, no restriction [A]
Average daily traffic:7,223 [as of 2013]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:56.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$792,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201456.4Functionally obsoleteFairFairGood7223
October 201256.4Functionally obsoleteFairFairGood7223
October 201055.9Functionally obsoleteFairFairGood10200
October 200867.1Functionally obsoleteSatisfactorySatisfactoryGood10745
October 200667.1Functionally obsoleteSatisfactorySatisfactoryGood10745
August 200467.1Functionally obsoleteSatisfactorySatisfactoryGood10745
October 200267.0Functionally obsoleteSatisfactorySatisfactoryGood10745
August 200064.1Functionally obsoleteGoodGoodGood29064
December 199964.1Functionally obsoleteGoodGoodGood29064
December 199864.1Functionally obsoleteGoodGoodGood29064
July 199667.1Functionally obsoleteSatisfactoryGoodSatisfactory7828
November 199474.1Not deficientSatisfactoryGoodSatisfactory7828
December 199274.1Not deficientSatisfactoryGoodSatisfactory7828
September 199074.2Not deficientSatisfactorySatisfactorySatisfactory6586