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WAZEE ST over CHERRY CREEK

Map 

Coordinates:
+39.74922, -105.00253
39°44'57" N, 105°00'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WAZEE ST over CHERRY CREEK
Structure number:D-01-CC-020
Location:WAZEE ST AT 14TH STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:59.1 ft. [18.0 m]
Total length:124.7 ft. [38.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Skew angle:22°
Owner:City or Municipal Highway Agency [04]
Year built:1985
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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:8,002 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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: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:52.3 tons [47.5 metric tons]
Inventory rating:31.4 tons [28.5 metric tons]
Sufficiency rating:76.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201676.5FairSatisfactorySatisfactoryGood-8002
October 201479.1FairSatisfactorySatisfactoryGood-7736
October 201279.1FairSatisfactorySatisfactoryGood-7736
October 201079.2FairSatisfactoryGoodVery Good-6729
November 200879.2GoodGoodGoodVery Good-6729
October 200678.7GoodGoodGoodVery Good-10960
July 200478.7GoodGoodGoodVery Good-10960
October 200278.7GoodGoodVery GoodVery Good-10960