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I76 EBND ML over 270B RMP TO I76 WB

Map 

Coordinates:
+39.82375, -104.96217
39°49'25" N, 104°57'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I76 EBND ML over 270B RMP TO I76 WB
Structure number:E-17-QB
Location:NE OF JCT I25
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:146.0 ft. [44.5 m]
Total length:148.6 ft. [45.3 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:37,000 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:94.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201594.5Not deficientGoodGoodSatisfactory37000
April 201394.5Not deficientGoodGoodSatisfactory37000
May 201195.8Not deficientGoodGoodSatisfactory23850
May 200995.8Not deficientVery GoodGoodSatisfactory23850
June 200796.1Not deficientVery GoodGoodSatisfactory20800
June 200594.1Not deficientVery GoodGoodSatisfactory41553
January 200396.1Not deficientVery GoodVery GoodVery Good20363