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I 270 EBND over I76 RAMP,SH224,CLEAR CRK

Map

Coordinates:
+39.82616, -104.96945
39°49'34" N, 104°58'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 270 EBND over I76 RAMP,SH224,CLEAR CRK
Structure number:E-17-QI
Location:I25/US36 HOV PHASE II
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:153.9 ft. [46.9 m]
Total length:818.9 ft. [249.6 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:6
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:29,000 [as of 2011]
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:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
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:93.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016GoodGoodGoodGood2900093.9
October 2014GoodGoodVery GoodVery Good2900093.9
September 2013GoodGoodVery GoodVery Good2890093.9
July 2012GoodGoodVery GoodVery Good2890093.9
October 2010GoodVery GoodVery GoodVery Good2890093.9
December 2008GoodVery GoodVery GoodVery Good2890093.9
September 2006GoodVery GoodVery GoodVery Good2860094.0
September 2004GoodVery GoodVery GoodVery Good6100689.4
January 2003GoodVery GoodVery GoodVery Good6100689.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.6,5366,21032600
Deck
Reinforced Concrete Decksq. ft.58,14956,4061,74300
Substructure
Reinforced Concrete Pier Walllinear ft.1601006000
Reinforced Concrete Abutmentlinear ft.1811612000
Reinforced Concrete Pier Caplinear ft.428425300
Joints
Pourable Jointlinear ft.2628290900
Assembly with Sealeach181181000
Bearings
Elastomeric Bearingeach1614200
Bridge Rail
Other Material Bridge Raillinear ft.1,6381,638000