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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 2014 

Status:Open, no restriction [A]
Average daily traffic:5,360 [as of 2013]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.2
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. ratingEvaluationDeckSuper.Sub.ADT
October 201478.2Functionally obsoleteSatisfactorySatisfactoryVery Good5360
October 201278.2Functionally obsoleteSatisfactorySatisfactoryVery Good5360
October 201077.5Functionally obsoleteSatisfactorySatisfactoryVery Good11285
October 200878.1Functionally obsoleteGoodGoodVery Good6812
October 200678.1Functionally obsoleteGoodGoodVery Good6812
July 200478.1Functionally obsoleteGoodGoodVery Good6812
October 200279.0Functionally obsoleteGoodGoodVery Good6812
September 200078.7Functionally obsoleteGoodGoodVery Good8274
200078.7Functionally obsoleteGoodGoodVery Good8274
July 199678.8Functionally obsoleteGoodGoodGood7874
November 199477.2Functionally obsoleteGoodGoodGood7874