Share:

CORONA ST over CHERRY CREEK

Map

Coordinates:
+39.71854, -104.97396
39°43'07" 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]
Operating rating:36.7 tons [33.4 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:63.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201663.7FairGoodSatisfactoryVery Good-7142
October 201463.7FairGoodSatisfactoryVery Good-7047
October 201263.7FairGoodSatisfactoryVery Good-7047
October 201063.6GoodGoodGoodVery Good-7712
October 200863.8GoodGoodGoodVery Good-6904
October 200663.8GoodGoodGoodVery Good-6904
July 200463.8GoodGoodGoodVery Good-6904
October 200263.8GoodGoodGoodVery Good-6904
September 200062.3GoodGoodGoodVery Good-14154
January 199962.3GoodGoodGoodGood-14154
July 199663.4FairSatisfactoryGoodGood-6732
November 199465.2FairSatisfactoryGoodGood-6732
December 199265.2FairSatisfactoryGoodGood-6732
October 199065.0FairSatisfactoryGoodGood-8584

Element Data

Source: National Bridge Elements dataset, 2016 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 Columneach44000
Reinforced Concrete Abutmentlinear ft.129129000
Reinforced Concrete Pier Caplinear ft.5454000
Bridge Rail
Other Material Bridge Raillinear ft.22919415020