I 270 EBND over I76 RAMP,SH224,CLEAR CRK


+39.82472, -104.96639
39°49'29" N, 104°57'59" W
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:22.0 ft. [6.7 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]
Operating rating:63.6 tons [57.8 metric tons]
Inventory rating:36.5 tons [33.2 metric tons]
Sufficiency rating:93.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201693.9GoodGoodGoodGood-29000
October 201493.9GoodGoodVery GoodVery Good-29000
September 201393.9GoodGoodVery GoodVery Good-28900
July 201293.9GoodGoodVery GoodVery Good-28900
October 201093.9GoodVery GoodVery GoodVery Good-28900
December 200893.9GoodVery GoodVery GoodVery Good-28900
September 200694.0GoodVery GoodVery GoodVery Good-28600
September 200489.4GoodVery GoodVery GoodVery Good-61006
January 200389.4GoodVery GoodVery GoodVery Good-61006