RAMP TO I 25 NBND over INTERCHANGE ROW R
Map
Coordinates:
+39.72642, -105.0112839°43'35" N, 105°00'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAMP TO I 25 NBND over INTERCHANGE ROW R |
Structure number: | F-16-NO |
Location: | JCT I-25 AT 6TH AVE IN DE |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 149.3 ft. [45.5 m] |
Total length: | 664.1 ft. [202.4 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
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: | 5 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,400 [as of 2005] |
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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 3400 | 97.5 |
April 2015 | Good | Good | Good | Good | 3400 | 97.5 |
June 2013 | Good | Good | Good | Good | 3400 | 97.5 |
June 2011 | Good | Good | Very Good | Very Good | 3400 | 97.5 |
March 2010 | Good | Good | Very Good | Very Good | 3400 | 97.5 |
July 2007 | Good | Good | Very Good | Very Good | 3400 | 97.5 |
June 2005 | Good | Good | Very Good | Very Good | 3300 | 97.5 |
June 2003 | Good | Good | Very Good | Very Good | 3300 | 93.5 |
April 2001 | Good | Good | Very Good | Very Good | 3300 | 97.5 |
June 1999 | Good | Good | Very Good | Very Good | 3400 | 97.5 |
January 1996 | Good | Good | Very Good | Very Good | 4510 | 97.3 |
March 1994 | Good | Good | Very Good | Very Good | 4100 | 97.4 |
March 1992 | Fair | Satisfactory | Good | Good | 4100 | 97.4 |
April 1990 | Good | Very Good | Very Good | Very Good | 3100 | 97.5 |
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. | 1,330 | 1,092 | 205 | 33 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 19,926 | 19,926 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 19,926 | 16,860 | 3,066 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 108 | 108 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 45 | 33 | 12 | 0 | 0 |
Joints |
Assembly with Seal | each | 59 | 0 | 59 | 0 | 0 |
Bearings |
Pot Bearing | each | 4 | 0 | 4 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,330 | 1,164 | 0 | 166 | 0 |