RAMP TO PARK AVE over I 25 ML, RAMPS R
Map
Coordinates:
+39.76557, -104.9953639°45'56" N, 104°59'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAMP TO PARK AVE over I 25 ML, RAMPS R |
Structure number: | E-16-ON |
Location: | IN DENVER |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 225.1 ft. [68.6 m] |
Total length: | 1624.4 ft. [495.1 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1998 |
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: | Prestressed concrete continuous [6] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,834 [as of 2013] |
Truck traffic: | 9% 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: | 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: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Satisfactory | 20834 | 95.0 |
June 2016 | Fair | Good | Very Good | Satisfactory | 20834 | 95.0 |
June 2014 | Fair | Good | Very Good | Satisfactory | 20834 | 99.0 |
June 2012 | Fair | Good | Very Good | Satisfactory | 10200 | 99.5 |
June 2010 | Fair | Good | Very Good | Satisfactory | 10200 | 99.5 |
July 2008 | Fair | Good | Very Good | Satisfactory | 10200 | 99.5 |
July 2006 | Good | Good | Very Good | Very Good | 24150 | 98.9 |
August 2004 | Good | Good | Very Good | Very Good | 24150 | 98.9 |
January 2001 | Good | Very Good | Very Good | Very Good | 23000 | 97.8 |
February 2000 | Good | Good | Very Good | Very Good | 23000 | 97.8 |
July 1998 | Good | Very Good | Very Good | Very Good | 23000 | 97.8 |
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 Closed Web/Box Girder | linear ft. | 3,244 | 3,004 | 240 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 76,352 | 76,157 | 195 | 0 | 0 |
Wearing Surfaces | sq. ft. | 76,352 | 76,352 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 141 | 141 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 94 | 78 | 3 | 13 | 0 |
Prestressed Concrete Pier Cap | linear ft. | 219 | 219 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 72 | 72 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 176 | 176 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 88 | 88 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 3,250 | 3,240 | 10 | 0 | 0 |