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US 40 ML over I25,RDWY,RR,S PLATTE RVR

Map

Coordinates:
+39.74029, -105.01593
39°44'25" N, 105°00'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 40 ML over I25,RDWY,RR,S PLATTE RVR
Structure number:F-16-JX
Location:COLFAX AVE AT I25
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:150.9 ft. [46.0 m]
Total length:4383.1 ft. [1335.9 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:94.2 ft. [28.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1984
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:37
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:48,000 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:87.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactoryGoodSatisfactory4800087.8
December 2015FairSatisfactoryGoodSatisfactory4800087.8
December 2013FairSatisfactoryGoodSatisfactory4800087.8
February 2012FairSatisfactoryGoodSatisfactory4900087.7
February 2009FairSatisfactoryGoodSatisfactory4900083.5
January 2006FairSatisfactoryGoodSatisfactory4779383.6
December 2003FairSatisfactoryGoodSatisfactory3988864.9
November 2001FairSatisfactoryGoodSatisfactory3988884.6
November 1999FairSatisfactoryGoodSatisfactory4828683.3
December 1997FairSatisfactoryGoodSatisfactory4610090.3
December 1995FairSatisfactoryGoodSatisfactory4610086.7
January 1994FairSatisfactoryGoodSatisfactory3440084.3
December 1989FairSatisfactoryGoodSatisfactory2500087.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.68,21868,17623190
Deck
Reinforced Concrete Decksq. ft.412,002387,19924,7021010
Wearing Surfacessq. ft.350,640348,63002,0100
Substructure
Reinforced Concrete Columneach168155670
Reinforced Concrete Abutmentlinear ft.1881542680
Reinforced Concrete Pier Caplinear ft.3,6433,186360970
Joints
Strip Seal Jointlinear ft.977097700
Other Jointlinear ft.4,3838232,0001,000560
Bearings
Elastomeric Bearingeach24214201000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6,1836,1374240
Steel Protective Coatingsq. ft.6,1836,182001
Reinforced Concrete Bridge Raillinear ft.17,53214,8852,3802670