I85 over MCDONOUGH ST
Map
Coordinates:
+32.36783, -86.3045932°22'04" N, 86°18'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I85 over MCDONOUGH ST |
Structure number: | 014461 |
Location: | 1.06 MI N OF I65 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 169.0 ft. [51.5 m] |
Roadway width between curbs: | 105.0 ft. [32.0 m] |
Deck width edge-to-edge: | 113.2 ft. [34.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Year reconstructed: | 1988 |
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: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 83,530 [as of 2013] |
Truck traffic: | 13% of total traffic |
Deck condition: | Fair [5 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 79.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $5,262,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Fair | Satisfactory | Satisfactory | 83530 | 79.5 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 83530 | 80.6 |
June 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 83530 | 80.6 |
June 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 81700 | 81.8 |
June 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 84530 | 83.5 |
June 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 83940 | 80.5 |
June 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 78290 | 81.1 |
April 2003 | Fair | Satisfactory | Good | Good | 74040 | 81.5 |
March 2001 | Fair | Satisfactory | Satisfactory | Good | 74040 | 78.2 |
March 1999 | Fair | Satisfactory | Satisfactory | Good | 70170 | 78.6 |
March 1997 | Fair | Satisfactory | Satisfactory | Good | 44750 | 81.3 |
February 1995 | Fair | Satisfactory | Good | Good | 29175 | 83.6 |
April 1993 | Good | Good | Good | Good | 27610 | 85.7 |
April 1991 | Good | Good | Very Good | Very Good | 27610 | 87.7 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 2,701 | 0 | 2,699 | 2 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 18,742 | 0 | 4,184 | 13,625 | 933 |
Substructure |
Reinforced Concrete Column | each | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 258 | 193 | 62 | 3 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 217 | 193 | 24 | 0 | 0 |
Joints |
Open Joint | linear ft. | 222 | 160 | 0 | 62 | 0 |
Bearings |
Movable Bearing | each | 48 | 0 | 25 | 23 | 0 |
Steel Protective Coating | sq. ft. | 101 | 0 | 0 | 101 | 0 |
Fixed Bearing | each | 16 | 0 | 16 | 0 | 0 |
Steel Protective Coating | sq. ft. | 34 | 0 | 0 | 34 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 338 | 112 | 226 | 0 | 0 |