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NB UNIVERSITY BLVD over CHERRY CREEK

Map

Coordinates:
+39.71557, -104.95900
39°42'56" N, 104°57'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NB UNIVERSITY BLVD over CHERRY CREEK
Structure number:D-01-CC-281
Location:JUST S OF CHERRY CREEK N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.0 ft. [24.7 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,293 [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:Satisfactory [6 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]
Sufficiency rating:74.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodSatisfactorySatisfactory2329374.0
October 2014PoorPoorSatisfactorySatisfactory2249871.0
October 2012PoorPoorSatisfactorySatisfactory2249871.0
October 2010PoorPoorGoodGood1919071.4
October 2008FairFairGoodGood2415272.9
October 2006FairFairGoodSatisfactory2415272.9
July 2004FairFairGoodGood2415272.9
October 2002FairFairGoodGood2415272.7
August 2000FairSatisfactoryVery GoodVery Good2661773.3
January 1999FairSatisfactoryVery GoodVery Good2661773.3
July 1996FairFairGoodGood1772173.3
December 1994FairFairGoodGood1772172.0
December 1992FairFairGoodGood1772172.0
October 1990FairFairGoodGood2628971.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.84065018910
Steel Protective Coatingsq. ft.84065000190
Deck
Reinforced Concrete Decksq. ft.5,8725,8225000
Wearing Surfacessq. ft.5,8725,8380034
Substructure
Reinforced Concrete Abutmentlinear ft.140136400
Concrete Protective Coatingsq. ft.140140000
Joints
Strip Seal Jointlinear ft.7070000
Compression Jointlinear ft.7007000
Bearings
Movable Bearingeach1010000
Steel Protective Coatingsq. ft.1001000
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.1001000
Bridge Rail
Other Material Bridge Raillinear ft.8484000