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DOWNING ST over CHERRY CREEK

Map 

Coordinates:
+39.71835, -104.97325
39°43'06" N, 104°58'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DOWNING ST over CHERRY CREEK
Structure number:D-01-CC-260A
Location:DOWNING ST 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:109.9 ft. [33.5 m]
Roadway width between curbs:45.3 ft. [13.8 m]
Deck width edge-to-edge:69.2 ft. [21.1 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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:9,385 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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 assessed or calculated scour condition. [5]
Operating rating:58.6 tons [53.3 metric tons]
Inventory rating:35.1 tons [31.9 metric tons]
Sufficiency rating:77.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$779,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201677.7FairSatisfactorySatisfactoryVery GoodFO9385
October 201478.2FairSatisfactorySatisfactoryVery GoodFO5360
October 201278.2FairSatisfactorySatisfactoryVery GoodFO5360
October 201077.5FairSatisfactorySatisfactoryVery GoodFO11285
October 200878.1GoodGoodGoodVery GoodFO6812
October 200678.1GoodGoodGoodVery GoodFO6812
July 200478.1GoodGoodGoodVery GoodFO6812
October 200279.0GoodGoodGoodVery GoodFO6812
September 200078.7GoodGoodGoodVery GoodFO8274
January 199978.7GoodGoodGoodVery GoodFO8274
July 199678.8GoodGoodGoodGoodFO7874
November 199477.2GoodGoodGoodGoodFO7874