RAMP TO I 70 ML over 48TH AVE, RR SPUR R
Map
Coordinates:
+39.78406, -104.9889839°47'03" N, 104°59'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | RAMP TO I 70 ML over 48TH AVE, RR SPUR R |
Structure number: | E-16-NX |
Location: | 0.4 MI N. OF I25/I70 |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 89.2 ft. [27.2 m] |
Total length: | 182.4 ft. [55.6 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 39.0 ft. [11.9 m] |
Vertical clearance below bridge: | 22.0 ft. [6.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,000 [as of 2005] |
Truck traffic: | 13% of total traffic |
Deck condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 75.9 tons [69.0 metric tons] |
Inventory rating: | 44.9 tons [40.8 metric tons] |
Sufficiency rating: | 96.2 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2016 | 96.2 | Fair | Satisfactory | Good | Good | - | 16000 |
June 2014 | 96.2 | Fair | Satisfactory | Very Good | Very Good | - | 16000 |
June 2012 | 96.2 | Fair | Satisfactory | Very Good | Very Good | - | 16000 |
May 2010 | 96.2 | Fair | Satisfactory | Very Good | Very Good | - | 16000 |
April 2008 | 96.2 | Fair | Satisfactory | Very Good | Very Good | - | 16000 |
April 2006 | 95.2 | Fair | Satisfactory | Very Good | Very Good | - | 16000 |
June 2004 | 95.3 | Fair | Satisfactory | Very Good | Very Good | - | 15527 |
May 2002 | 95.3 | Fair | Satisfactory | Very Good | Very Good | - | 15527 |
April 2000 | 94.6 | Fair | Satisfactory | Very Good | Very Good | - | 14400 |
May 1998 | 94.6 | Fair | Satisfactory | Very Good | Very Good | - | 14400 |
May 1996 | 94.5 | Fair | Satisfactory | Excellent | Excellent | - | 15720 |
July 1994 | 94.8 | Good | Good | Excellent | Excellent | - | 15120 |