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I25 NBND ML over UNIVERSITY BLVD.

Map 

Coordinates:
+39.68444, -104.95917
39°41'04" N, 104°57'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I25 NBND ML over UNIVERSITY BLVD.
Structure number:F-17-NJ
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 2014 

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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:88.6 tons [80.5 metric tons]
Inventory rating:52.3 tons [47.5 metric tons]
Sufficiency rating:89.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201489.2Not deficientVery GoodVery GoodVery Good94000
February 201289.3Not deficientVery GoodVery GoodVery Good92500
February 201089.3Not deficientVery GoodVery GoodVery Good92500
February 200885.0Not deficientVery GoodVery GoodVery Good185000
January 200475.0Not deficientVery GoodVery GoodVery Good171205