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CORONA ST over CHERRY CREEK

Map 

Coordinates:
+39.71854, -104.97396
39°43'07" N, 104°58'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:7,047 [as of 2013]
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. ratingEvaluationDeckSuper.Sub.ADT
October 201463.7Not deficientGoodSatisfactoryVery Good7047
October 201263.7Not deficientGoodSatisfactoryVery Good7047
October 201063.6Not deficientGoodGoodVery Good7712
October 200863.8Not deficientGoodGoodVery Good6904
October 200663.8Not deficientGoodGoodVery Good6904
July 200463.8Not deficientGoodGoodVery Good6904
October 200263.8Not deficientGoodGoodVery Good6904
September 200062.3Not deficientGoodGoodVery Good14154
200062.3Not deficientGoodGoodGood14154
July 199663.4Not deficientSatisfactoryGoodGood6732
November 199465.2Not deficientSatisfactoryGoodGood6732
December 199265.2Not deficientSatisfactoryGoodGood6732
October 199065.0Not deficientSatisfactoryGoodGood8584