AIRPORT BLVD over I-70
Map
Coordinates:
+39.76580, -104.7911039°45'57" N, 104°47'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | AIRPORT BLVD over I-70 |
Structure number: | AUR03.9-R.0 |
Location: | AIRPORT BLVD OVER I-70 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 94.2 ft. [28.7 m] |
Total length: | 370.1 ft. [112.8 m] |
Roadway width between curbs: | 102.0 ft. [31.1 m] |
Deck width edge-to-edge: | 147.0 ft. [44.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 23° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1993 |
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: | 4 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 31,148 [as of 2013] |
Truck traffic: | 6% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 92.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Good | Good | 31148 | 92.5 |
October 2015 | Fair | Satisfactory | Good | Good | 31148 | 92.5 |
October 2013 | Fair | Satisfactory | Good | Good | 31148 | 92.5 |
October 2011 | Fair | Satisfactory | Good | Good | 12961 | 95.1 |
January 2010 | Fair | Satisfactory | Good | Good | 12961 | 95.1 |
December 2007 | Fair | Satisfactory | Good | Good | 35364 | 91.8 |
November 2005 | Fair | Satisfactory | Good | Good | 35364 | 91.8 |
December 2003 | Fair | Satisfactory | Good | Good | 35364 | 86.7 |
December 2001 | Fair | Satisfactory | Good | Good | 13190 | 94.2 |
February 2000 | Good | Good | Good | Good | 13190 | 94.2 |
March 1999 | Good | Good | Very Good | Very Good | 13190 | 94.2 |
March 1998 | Good | Good | Very Good | Very Good | 13190 | 94.2 |
April 1996 | Good | Very Good | Very Good | Very Good | 6283 | 98.2 |
May 1994 | Good | Excellent | Excellent | Excellent | 6283 | 93.0 |
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 Girder/Beam | linear ft. | 5,181 | 5,180 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 54,405 | 54,202 | 203 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 24 | 24 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 320 | 298 | 22 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 480 | 480 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 664 | 0 | 100 | 564 | 0 |
Other Joint | linear ft. | 319 | 116 | 86 | 117 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 1,480 | 1,043 | 203 | 234 | 0 |