I65 SBL/NBL over DAY ST
Map
Coordinates:
+32.36938, -86.3227232°22'10" N, 86°19'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I65 SBL/NBL over DAY ST |
Structure number: | 010876 |
Old structure number: | 00000I65510125A (from 1992 edition) |
Location: | 0.2 MI.N.OF I85 INTERCHNG |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 73.8 ft. [22.5 m] |
Total length: | 195.5 ft. [59.6 m] |
Roadway width between curbs: | 64.6 ft. [19.7 m] |
Deck width edge-to-edge: | 182.8 ft. [55.7 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
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: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 38,750 [as of 2013] |
Truck traffic: | 12% 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: | Basically intolerable requiring high priority of replacement [2] |
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: | 74.3 |
Estimated cost of work: | $9,610,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Good | Good | 38750 | 74.3 |
April 2015 | Fair | Satisfactory | Very Good | Good | 38750 | 94.4 |
April 2013 | Fair | Satisfactory | Very Good | Good | 38750 | 94.4 |
April 2011 | Fair | Satisfactory | Satisfactory | Good | 36405 | 94.6 |
April 2009 | Fair | Satisfactory | Satisfactory | Good | 39745 | 92.3 |
May 2007 | Fair | Satisfactory | Satisfactory | Good | 38550 | 93.4 |
August 2005 | Fair | Satisfactory | Satisfactory | Good | 34445 | 93.8 |
May 2003 | Fair | Satisfactory | Satisfactory | Good | 32125 | 94.0 |
April 2001 | Fair | Satisfactory | Satisfactory | Good | 32125 | 94.0 |
April 1999 | Fair | Satisfactory | Satisfactory | Good | 33335 | 93.9 |
April 1997 | Fair | Satisfactory | Satisfactory | Good | 32750 | 93.9 |
April 1995 | Fair | Fair | Satisfactory | Good | 31190 | 92.6 |
March 1993 | Good | Good | Good | Good | 27575 | 95.9 |
January 1991 | Good | Good | Good | Good | 28210 | 94.9 |
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. | 2,151 | 1,774 | 376 | 1 | 0 |
Steel Protective Coating | sq. ft. | 68,143 | 67,768 | 375 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 35,732 | 6,265 | 10,887 | 18,580 | 0 |
Substructure |
Reinforced Concrete Column | each | 24 | 24 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 447 | 386 | 58 | 3 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 339 | 328 | 10 | 1 | 0 |
Joints |
Pourable Joint | linear ft. | 136 | 26 | 1 | 59 | 50 |
Bearings |
Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
Movable Bearing | each | 78 | 0 | 78 | 0 | 0 |
Steel Protective Coating | sq. ft. | 195 | 0 | 195 | 0 | 0 |
Fixed Bearing | each | 26 | 0 | 26 | 0 | 0 |
Steel Protective Coating | sq. ft. | 65 | 0 | 65 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 782 | 559 | 205 | 16 | 2 |