AL 152 EBL over I-65
Map
Coordinates:
+32.22210, -86.3236832°13'20" N, 86°19'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | AL 152 EBL over I-65 |
Structure number: | 010810 |
Old structure number: | 00000152510243B (from 1992 edition) |
Location: | 0.4 MI W ALA.RIVER |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 88.9 ft. [27.1 m] |
Total length: | 350.7 ft. [106.9 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 6° |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
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: | 4 |
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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,210 [as of 2013] |
Truck traffic: | 8% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.7 |
Estimated cost of work: | $3,672,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Good | Good | 16210 | 83.7 |
December 2016 | Fair | Satisfactory | Good | Satisfactory | 16210 | 97.5 |
November 2014 | Fair | Satisfactory | Good | Satisfactory | 16210 | 97.5 |
November 2012 | Fair | Satisfactory | Good | Satisfactory | 13120 | 97.8 |
November 2010 | Fair | Satisfactory | Good | Satisfactory | 12875 | 97.8 |
October 2008 | Fair | Satisfactory | Good | Satisfactory | 15010 | 96.6 |
October 2006 | Fair | Satisfactory | Good | Satisfactory | 15600 | 96.5 |
December 2004 | Fair | Satisfactory | Good | Satisfactory | 15365 | 96.5 |
October 2002 | Fair | Satisfactory | Good | Satisfactory | 14660 | 96.6 |
September 2000 | Fair | Satisfactory | Good | Satisfactory | 15915 | 96.5 |
July 1998 | Fair | Satisfactory | Good | Satisfactory | 16620 | 96.4 |
July 1996 | Fair | Satisfactory | Good | Satisfactory | 15325 | 96.5 |
May 1994 | Good | Good | Good | Good | 14450 | 95.9 |
April 1992 | Good | Good | Good | Good | 13815 | 96.0 |
May 1990 | Good | Good | Good | Good | 13745 | 98.0 |
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 |
Steel Girder/Beam | linear ft. | 2,101 | 2,101 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 26,910 | 0 | 26,910 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 15,020 | 470 | 8,657 | 5,893 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 177 | 170 | 7 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 129 | 127 | 2 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 86 | 18 | 0 | 46 | 22 |
Bearings |
Movable Bearing | each | 24 | 12 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 60 | 40 | 20 | 0 | 0 |
Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15 | 15 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 702 | 522 | 169 | 11 | 0 |