Share:

SH 2 ML over HIGHLINE CANAL

Map

Coordinates:
+39.65957, -104.94077
39°39'34" N, 104°56'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 2 ML over HIGHLINE CANAL
Structure number:F-17-CG
Location:WELLSHIRE GOLF COURSE
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:27.6 ft. [8.4 m]
Total length:29.2 ft. [8.9 m]
Roadway width between curbs:83.3 ft. [25.4 m]
Deck width edge-to-edge:95.1 ft. [29.0 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,000 [as of 2011]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactorySatisfactory2500083.9
October 2015FairSatisfactorySatisfactorySatisfactory2500090.3
October 2013FairSatisfactoryGoodSatisfactory2500090.3
November 2011FairSatisfactoryGoodSatisfactory2470090.4
December 2009FairSatisfactoryGoodSatisfactory2470090.4
January 2008FairSatisfactoryGoodSatisfactory2320090.7
November 2005FairSatisfactoryGoodSatisfactory2647089.0
November 2003FairSatisfactoryGoodSatisfactory2877087.0
November 2001FairSatisfactoryGoodSatisfactory2877086.8
November 1999FairSatisfactoryGoodSatisfactory2290088.2
November 1997FairSatisfactoryGoodSatisfactory2840086.9
November 1995FairSatisfactoryGoodSatisfactory2840086.1
November 1993FairSatisfactoryGoodSatisfactory2220080.5
November 1991FairSatisfactoryGoodSatisfactory2300080.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4664332580
Deck
Reinforced Concrete Top Flangesq. ft.2,7702,60815660
Wearing Surfacessq. ft.2,4242,192202300
Substructure
Reinforced Concrete Abutmentlinear ft.1960761200
Joints
Other Jointlinear ft.2902900
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.116116000
Steel Protective Coatingsq. ft.116116000