RAMP 54 over HOLT ST
Map
Coordinates:
+32.36833, -86.3200032°22'06" N, 86°19'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAMP 54 over HOLT ST |
Structure number: | 010887 |
Location: | I85 AND I65 INTERCHANGE |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 225.1 ft. [68.6 m] |
Roadway width between curbs: | 36.7 ft. [11.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 13° |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,497 [as of 2013] |
Truck traffic: | 11% 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.0 |
Estimated cost of work: | $2,501,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Good | Good | 9497 | 88.0 |
May 2015 | Fair | Satisfactory | Good | Good | 9497 | 88.0 |
May 2013 | Fair | Satisfactory | Good | Good | 9497 | 88.0 |
May 2011 | Fair | Satisfactory | Good | Good | 9046 | 88.1 |
May 2009 | Fair | Satisfactory | Good | Good | 9364 | 88.0 |
May 2007 | Fair | Satisfactory | Good | Good | 9299 | 87.0 |
May 2005 | Fair | Satisfactory | Good | Good | 8716 | 87.1 |
March 2005 | Fair | Satisfactory | Good | Good | 8716 | 87.1 |
February 2003 | Fair | Satisfactory | Good | Good | 8417 | 87.1 |
February 2001 | Fair | Satisfactory | Good | Good | 41695 | 83.6 |
February 1999 | Good | Good | Good | Good | 20578 | 85.8 |
February 1997 | Good | Good | Good | Good | 19744 | 85.9 |
January 1995 | Good | Good | Good | Good | 17650 | 86.5 |
March 1993 | Good | Good | Good | Good | 21866 | 87.2 |
January 1991 | Good | Good | Good | Very Good | 21866 | 89.2 |
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. | 1,349 | 1,349 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 21,546 | 0 | 21,546 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,454 | 0 | 9,374 | 80 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 168 | 149 | 17 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 84 | 84 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 86 | 0 | 72 | 14 | 0 |
Bearings |
Movable Bearing | each | 18 | 0 | 18 | 0 | 0 |
Steel Protective Coating | sq. ft. | 36 | 0 | 36 | 0 | 0 |
Fixed Bearing | each | 6 | 0 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 13 | 0 | 13 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 450 | 349 | 101 | 0 | 0 |