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RAMP TO US 40 ML over RAMP TO US 40 ML R

Map

Coordinates:
+39.74154, -105.01547
39°44'30" N, 105°00'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP TO US 40 ML over RAMP TO US 40 ML R
Structure number:F-16-NZ
Location:N.W. CORNER OF I25/SH40
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:118.1 ft. [36.0 m]
Total length:366.2 ft. [111.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1988
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:3
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,500 [as of 2005]
Truck traffic:3% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood1250080.8
January 2016GoodGoodGoodGood1250080.8
January 2014GoodGoodGoodGood1250080.8
December 2011GoodGoodGoodGood1250080.8
December 2009GoodGoodVery GoodVery Good1250080.8
February 2008GoodGoodVery GoodVery Good310092.5
January 2006GoodGoodVery GoodVery Good1135081.0
December 2003GoodGoodVery GoodVery Good1135081.0
October 2001GoodGoodVery GoodVery Good1135081.0
November 1999GoodGoodVery GoodVery Good1010081.2
December 1997GoodGoodVery GoodVery Good1733574.6
October 1995GoodGoodVery GoodVery Good1733575.4
December 1993GoodGoodVery GoodGood1293575.3
October 1991GoodGoodVery GoodGood940080.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,2802,280000
Reinforced Concrete Girder/Beamlinear ft.5050000
Deck
Reinforced Concrete Decksq. ft.17,20716,1751,03200
Wearing Surfacessq. ft.16,10816,108000
Substructure
Reinforced Concrete Pier Walllinear ft.4242000
Reinforced Concrete Abutmentlinear ft.4747000
Reinforced Concrete Pier Caplinear ft.160160000
Joints
Strip Seal Jointlinear ft.4704700
Compression Jointlinear ft.7373000
Bearings
Elastomeric Bearingeach2725020
Fixed Bearingeach1313000
Steel Protective Coatingsq. ft.1313000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.582577500
Other Material Bridge Raillinear ft.2162061000