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US 40 RAMP over I25 ML,US40 ML,PLTE RVR

Map

Coordinates:
+39.74060, -105.01691
39°44'26" N, 105°01'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 40 RAMP over I25 ML,US40 ML,PLTE RVR
Structure number:F-16-NW
Location:RAMP OVER I25 TO WB COLFA
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:170.9 ft. [52.1 m]
Total length:1525.0 ft. [464.8 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:13
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2005]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:59.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodGoodGoodGood180059.9
May 2014GoodGoodGoodGood180059.9
May 2012GoodGoodGoodGood180059.9
July 2010GoodGoodGoodGood180059.9
July 2008GoodGoodGoodGood180059.9
August 2004GoodGoodGoodGood193163.9
June 1999GoodVery GoodVery GoodGood850093.7
September 1998GoodVery GoodVery GoodGood850093.7
September 1994GoodVery GoodVery GoodGood1450090.7
July 1992FairVery GoodExcellentSatisfactory1450092.7
June 1990FairVery GoodExcellentSatisfactory1630092.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.5,7005,6841600
Deck
Reinforced Concrete Decksq. ft.49,56324,59424,96900
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.7878000
Reinforced Concrete Pier Caplinear ft.3303151050
Joints
Strip Seal Jointlinear ft.630192222
Compression Jointlinear ft.2424000
Assembly with Sealeach8450141010
Bearings
Elastomeric Bearingeach9696000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,2082,208000
Other Material Bridge Raillinear ft.1,8991,84316832