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CHAMPA ST over CHERRY CREEK

Map 

Coordinates:
+39.74216, -104.99959
39°44'32" N, 104°59'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHAMPA ST over CHERRY CREEK
Structure number:D-01-CC-100
Location:CHAMPA 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:47.9 ft. [14.6 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
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:6,049 [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:Good [7 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 the assessed or calculated scour condition. [8]
Operating rating:54.8 tons [49.8 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:75.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$739,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201675.9FairGoodSatisfactoryGoodFO6049
October 201476.0FairGoodSatisfactoryGoodFO5512
October 201276.0GoodGoodGoodGoodFO5512
October 201075.9GoodGoodGoodVery GoodFO5890
October 200875.9GoodGoodGoodVery GoodFO5890
October 200675.9GoodGoodGoodVery GoodFO5709
August 200475.9GoodGoodGoodVery GoodFO5709
October 200275.3GoodGoodGoodVery GoodFO5709
August 200073.3GoodGoodGoodVery GoodFO20102
December 199973.3GoodGoodGoodVery GoodFO20102
December 199873.3GoodGoodGoodVery GoodFO20102
July 199674.9FairSatisfactoryGoodGoodFO7407
November 199473.2FairSatisfactoryGoodGoodFO7407
December 199273.2FairSatisfactoryGoodGoodFO7407
September 199073.6FairSatisfactoryGoodGoodFO3317