Share:

WAZEE ST over CHERRY CREEK

Map

Coordinates:
+39.74922, -105.00253
39°44'57" N, 105°00'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.998099800
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.7,2334,5572,67600
Wearing Surfacessq. ft.7,2334,5572,67600
Substructure
Reinforced Concrete Pier Walllinear ft.2424000
Reinforced Concrete Abutmentlinear ft.125125000
Reinforced Concrete Pier Caplinear ft.6363000
Bearings
Movable Bearingeach80800
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Other Material Bridge Raillinear ft.249249000