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CORONA ST over CHERRY CREEK

Map

Coordinates:
+39.71841, -104.97383
39°43'06" N, 104°58'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CORONA ST over CHERRY CREEK
Structure number:D-01-CC-250
Location:CORONA ST AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:53.2 ft. [16.2 m]
Total length:112.5 ft. [34.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1957
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:7,142 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:63.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodSatisfactoryVery Good714263.7
October 2014FairGoodSatisfactoryVery Good704763.7
October 2012FairGoodSatisfactoryVery Good704763.7
October 2010GoodGoodGoodVery Good771263.6
October 2008GoodGoodGoodVery Good690463.8
October 2006GoodGoodGoodVery Good690463.8
July 2004GoodGoodGoodVery Good690463.8
October 2002GoodGoodGoodVery Good690463.8
September 2000GoodGoodGoodVery Good1415462.3
January 1999GoodGoodGoodGood1415462.3
July 1996FairSatisfactoryGoodGood673263.4
November 1994FairSatisfactoryGoodGood673265.2
December 1992FairSatisfactoryGoodGood673265.2
October 1990FairSatisfactoryGoodGood858465.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.6996811800
Deck
Reinforced Concrete Decksq. ft.5,4904,55793300
Wearing Surfacessq. ft.5,49005,49000
Substructure
Reinforced Concrete Columneach43100
Reinforced Concrete Abutmentlinear ft.129129000
Reinforced Concrete Pier Caplinear ft.5454000
Bridge Rail
Other Material Bridge Raillinear ft.22918102424