I25 NBND ML over UNIVERSITY BLVD.
Map
Coordinates:
+39.68499, -104.9589139°41'06" N, 104°57'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
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: | 165.0 ft. [50.3 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: | 16.4 ft. [5.0 m] |
Skew angle: | 9° |
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 2018
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: | 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: | 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] |
Sufficiency rating: | 89.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 94000 | 89.2 |
March 2016 | Good | Very Good | Very Good | Very Good | 94000 | 89.2 |
March 2014 | Good | Very Good | Very Good | Very Good | 94000 | 89.2 |
February 2012 | Good | Very Good | Very Good | Very Good | 92500 | 89.3 |
February 2010 | Good | Very Good | Very Good | Very Good | 92500 | 89.3 |
February 2008 | Good | Very Good | Very Good | Very Good | 185000 | 85.0 |
January 2004 | Good | Very Good | Very Good | Very Good | 171205 | 75.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 3,084 | 3,036 | 48 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 18,151 | 17,811 | 340 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 143 | 140 | 3 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 143 | 143 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 143 | 0 | 133 | 10 | 0 |
Pourable Joint | linear ft. | 143 | 94 | 49 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 257 | 257 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 257 | 257 | 0 | 0 | 0 |