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11TH AVE over CHERRY CREEK

Map 

Coordinates:
+39.73373, -104.99386
39°44'01" N, 104°59'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:11TH AVE over CHERRY CREEK
Structure number:D-01-CC-160
Location:W 11TH AVE AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:39.7 ft. [12.1 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:63.3 ft. [19.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed:1984
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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,734 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 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:68.1 tons [61.9 metric tons]
Inventory rating:40.8 tons [37.1 metric tons]
Sufficiency rating:65.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$592,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201665.7FairSatisfactoryFairSatisfactoryFO8734
October 201477.1FairSatisfactorySatisfactorySatisfactoryFO7856
October 201277.1FairSatisfactorySatisfactorySatisfactoryFO7856
October 201076.6FairSatisfactorySatisfactoryGoodFO11226
October 200877.0FairSatisfactorySatisfactoryGoodFO8055
October 200677.0FairSatisfactorySatisfactoryGoodFO8055
August 200477.0FairSatisfactorySatisfactoryGoodFO8055
November 200277.0FairSatisfactorySatisfactoryGoodFO8055
August 200076.8GoodGoodGoodVery GoodFO9600
December 199976.8GoodGoodGoodVery GoodFO9600
December 199876.8GoodGoodGoodVery GoodFO9600
July 199677.1GoodGoodGoodGoodFO7640
November 199477.3GoodGoodGoodGoodFO7640
December 199277.3FairSatisfactoryGoodGoodFO7640
September 199077.3FairSatisfactoryGoodGoodFO7470