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SH 26 ML over SOUTH PLATTE RIVER

Map

Coordinates:
+39.71107, -105.00037
39°42'40" N, 105°00'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 26 ML over SOUTH PLATTE RIVER
Structure number:F-16-BI
Location:I 25 & ALAMEDA IN DEN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:57.1 ft. [17.4 m]
Total length:179.8 ft. [54.8 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:106.6 ft. [32.5 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1911
Year reconstructed:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:51,000 [as of 2011]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:63.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairFairSatisfactorySatisfactory5100063.9
April 2014FairFairSatisfactorySatisfactory5100063.9
April 2012FairFairSatisfactorySatisfactory5190063.8
July 2010FairFairSatisfactorySatisfactory5190063.8
May 2008FairSatisfactoryGoodSatisfactory5190064.9
June 2006FairSatisfactoryGoodSatisfactory4960065.4
June 2004FairSatisfactoryGoodSatisfactory4958765.4
July 2002FairSatisfactoryGoodSatisfactory4690465.9
May 2000FairSatisfactoryGoodSatisfactory5340064.2
June 1998FairSatisfactoryGoodSatisfactory5340064.2
May 1996FairSatisfactoryGoodSatisfactory4360063.8
August 1994FairSatisfactoryGoodSatisfactory3760071.2
June 1992FairSatisfactoryGoodSatisfactory3760079.7
June 1990FairSatisfactoryGoodSatisfactory3600080.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,3142,06125120
Steel Protective Coatingsq. ft.2,3142,06300251
Steel Stringerlinear ft.3523025000
Steel Protective Coatingsq. ft.3523020050
Deck
Reinforced Concrete Decksq. ft.19,1527,6617,6613,8300
Wearing Surfacessq. ft.19,15218,67048200
Superstructure
Steel Floor Beamlinear ft.4553659000
Steel Protective Coatingsq. ft.4553650090
Substructure
Reinforced Concrete Columneach1210020
Reinforced Concrete Pier Walllinear ft.6563020
Reinforced Concrete Abutmentlinear ft.2410216250
Reinforced Concrete Pier Caplinear ft.1571425100
Joints
Compression Jointlinear ft.29501481470
Open Jointlinear ft.6049605
Bearings
Movable Bearingeach3935400
Steel Protective Coatingsq. ft.3935004
Fixed Bearingeach3935400
Steel Protective Coatingsq. ft.3935004
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.36024012000
Steel Protective Coatingsq. ft.36024000120