I 59 over AVAITION AVE
Map
Coordinates:
+33.55028, -86.7458333°33'01" N, 86°44'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 59 over AVAITION AVE |
Structure number: | 011095 |
Location: | I59 * AVIATION AVE |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 78.1 ft. [23.8 m] |
Total length: | 210.0 ft. [64.0 m] |
Roadway width between curbs: | 63.3 ft. [19.3 m] |
Deck width edge-to-edge: | 65.6 ft. [20.0 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 32° |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
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: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 38,900 [as of 2018] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances 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: | 92.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $3,648,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 38900 | 92.6 |
February 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 38900 | 92.6 |
February 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 38900 | 92.6 |
February 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 39165 | 92.6 |
February 2010 | Fair | Good | Satisfactory | Good | 40780 | 92.4 |
February 2008 | Fair | Good | Satisfactory | Good | 40700 | 92.5 |
February 2006 | Good | Good | Good | Good | 38080 | 92.7 |
March 2004 | Good | Good | Good | Good | 37485 | 92.8 |
March 2002 | Good | Good | Good | Good | 37485 | 93.4 |
April 2000 | Good | Good | Very Good | Good | 37525 | 95.4 |
March 1998 | Good | Good | Very Good | Good | 35680 | 95.6 |
February 1996 | Good | Good | Very Good | Good | 33785 | 96.4 |
March 1994 | Good | Good | Very Good | Very Good | 31980 | 96.6 |
November 1991 | Good | Good | Good | Good | 30785 | 96.7 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,890 | 1,682 | 208 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15,069 | 0 | 15,069 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,776 | 10,893 | 2,882 | 1 | 0 |
Wearing Surfaces | sq. ft. | 11,466 | 11,466 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 131 | 0 | 130 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 127 | 123 | 4 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 131 | 0 | 0 | 0 | 131 |
Bearings |
Movable Bearing | each | 27 | 0 | 7 | 9 | 11 |
Fixed Bearing | each | 9 | 0 | 9 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 420 | 328 | 92 | 0 | 0 |