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RAMP TO I 25 NBND over INTERCHANGE ROW R
Map
Coordinates:
+39.72642, -105.01128
39°43'35" N, 105°00'41" W
+39.72642, -105.01128
39°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1067591
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1067591