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I 25 SBND ML over UNIVERSITY BLVD

Map 

Coordinates:
+39.68417, -104.95889
39°41'03" N, 104°57'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 25 SBND ML over UNIVERSITY BLVD
Structure number:F-17-MQ
Location:IN DENVER
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:164.4 ft. [50.1 m]
Total length:256.9 ft. [78.3 m]
Roadway width between curbs:67.6 ft. [20.6 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
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]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:94,000 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge not over waterway. [N]
Operating rating:88.7 tons [80.6 metric tons]
Inventory rating:53.2 tons [48.4 metric tons]
Sufficiency rating:89.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201689.2GoodVery GoodVery GoodVery Good-94000
March 201489.2GoodVery GoodVery GoodVery Good-94000
February 201289.3GoodVery GoodVery GoodVery Good-92500
February 201089.3GoodVery GoodVery GoodVery Good-92500
March 200889.3GoodVery GoodVery GoodVery Good-92500
January 200789.3GoodVery GoodVery GoodVery Good-93250
January 200462.0GoodVery GoodVery GoodVery Good-171205