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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 2014 

Status:Open, no restriction [A]
Average daily traffic:7,736 [as of 2013]
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:70.3 tons [63.9 metric tons]
Inventory rating:42.1 tons [38.3 metric tons]
Sufficiency rating:79.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201479.1Not deficientSatisfactorySatisfactoryGood7736
October 201279.1Not deficientSatisfactorySatisfactoryGood7736
October 201079.2Not deficientSatisfactoryGoodVery Good6729
November 200879.2Not deficientGoodGoodVery Good6729
October 200678.7Not deficientGoodGoodVery Good10960
July 200478.7Not deficientGoodGoodVery Good10960
October 200278.7Not deficientGoodVery GoodVery Good10960