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YALE AVE over HIGHLINE CANAL

Map

Coordinates:
+39.66764, -104.92096
39°40'04" N, 104°55'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:YALE AVE over HIGHLINE CANAL
Structure number:D-10-HC-160
Location:YALE AT HOLLY ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.6 ft. [8.4 m]
Total length:37.4 ft. [11.4 m]
Roadway width between curbs:73.8 ft. [22.5 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,282 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactorySatisfactoryFair1528284.4
December 2016FairSatisfactorySatisfactorySatisfactory1673795.4
December 2014FairSatisfactorySatisfactorySatisfactory1673795.4
December 2012FairSatisfactorySatisfactorySatisfactory1673795.4
December 2010FairSatisfactorySatisfactorySatisfactory2786894.4
October 2008FairSatisfactorySatisfactorySatisfactory2928894.3
January 2007FairSatisfactorySatisfactorySatisfactory2928894.3
August 2004FairGoodGoodSatisfactory2928894.3
November 2002FairGoodGoodSatisfactory2928894.3
August 2000FairGoodGoodSatisfactory5905291.5
December 1999GoodGoodGoodGood5905291.5
December 1998GoodGoodGoodGood5905291.5
March 1996FairSatisfactoryGoodSatisfactory1936795.2
November 1994GoodGoodGoodGood1936795.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Steel Columneach3200320
Steel Protective Coatingsq. ft.3200320
Reinforced Concrete Abutmentlinear ft.1926001320
Steel Pier Caplinear ft.192019200
Steel Protective Coatingsq. ft.192001920
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.113104900
Steel Protective Coatingsq. ft.113104900
Reinforced Concrete Bridge Raillinear ft.38182000
Deck
Reinforced Concrete Slabsq. ft.3,2633,14083400
Wearing Surfacessq. ft.2,2782,2530250