6TH AVE WB over RAMP TO I 25 SBND
Map
Coordinates:
+39.72374, -105.0123539°43'25" N, 105°00'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 6TH AVE WB over RAMP TO I 25 SBND |
Structure number: | F-16-OL |
Location: | JCT I25 + SH6 IN DENVER |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 172.6 ft. [52.6 m] |
Total length: | 1194.0 ft. [363.9 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 10 |
Main spans material: | Steel continuous [4] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,700 [as of 2005] |
Truck traffic: | 5% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2016 | Good | Good | Good | Good | 2700 | 93.3 |
March 2014 | Good | Good | Good | Good | 2700 | 93.3 |
March 2012 | Good | Good | Good | Good | 2700 | 95.4 |
April 2010 | Good | Good | Good | Good | 2700 | 95.4 |
March 2008 | Good | Good | Good | Good | 2700 | 95.4 |
February 2006 | Good | Good | Good | Good | 2625 | 95.4 |
April 2004 | Good | Good | Very Good | Very Good | 2625 | 88.3 |
April 2002 | Good | Good | Very Good | Very Good | 2625 | 88.3 |
March 1998 | Good | Good | Very Good | Very Good | 210000 | 0.0 |
May 1996 | Good | Good | Very Good | Very Good | 2750 | 91.6 |
March 1994 | Good | Very Good | Very Good | Very Good | 2500 | 88.6 |
March 1992 | Fair | Satisfactory | Good | Good | 2500 | 88.6 |
April 1990 | Good | Very Good | Good | Very Good | 2500 | 88.6 |
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 |
Steel Closed Web/Box Girder | linear ft. | 2,388 | 2,338 | 50 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,388 | 2,388 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 40,589 | 0 | 40,589 | 0 | 0 |
Wearing Surfaces | sq. ft. | 37,008 | 37,008 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 54 | 54 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 34 | 34 | 0 | 0 | 0 |
Prestressed Concrete Pier Cap | linear ft. | 188 | 188 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 58 | 58 | 0 | 0 | 0 |
Joints |
Assembly with Seal | each | 112 | 0 | 112 | 0 | 0 |
Bearings |
Pot Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 2,388 | 2,375 | 13 | 0 | 0 |