OLD US-27,ALBA RD over I-75
Map
Coordinates:
+44.98788, -84.6771644°59'16" N, 84°40'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD US-27,ALBA RD over I-75 |
Structure number: | 000000000008676 |
Old structure number: | 69169013000S050 (from 1992 edition) |
Location: | 2.7 MI S OF M-32 |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 91.9 ft. [28.0 m] |
Total length: | 266.1 ft. [81.1 m] |
Roadway width between curbs: | 71.5 ft. [21.8 m] |
Deck width edge-to-edge: | 73.2 ft. [22.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Year reconstructed: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,645 [as of 2007] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 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: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 85.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Good | Satisfactory | Satisfactory | 13645 | 85.2 |
September 2014 | Fair | Good | Satisfactory | Satisfactory | 13645 | 85.2 |
October 2012 | Fair | Good | Satisfactory | Satisfactory | 13645 | 85.2 |
March 2011 | Fair | Good | Satisfactory | Satisfactory | 13645 | 85.2 |
March 2009 | Fair | Good | Satisfactory | Satisfactory | 13645 | 85.2 |
March 2007 | Fair | Good | Satisfactory | Satisfactory | 16698 | 85.2 |
March 2005 | Fair | Fair | Satisfactory | Satisfactory | 2500 | 84.2 |
March 2003 | Fair | Fair | Satisfactory | Satisfactory | 2500 | 84.2 |
June 2001 | Fair | Fair | Satisfactory | Fair | 2500 | 73.2 |
September 2000 | Fair | Fair | Satisfactory | Fair | 2500 | 73.2 |
September 1998 | Fair | Fair | Satisfactory | Satisfactory | 2500 | 89.2 |
September 1996 | Fair | Fair | Very Good | Good | 2500 | 87.2 |
July 1994 | Fair | Fair | Very Good | Good | 2100 | 86.9 |
June 1992 | Fair | Satisfactory | Very Good | Good | 2100 | 91.4 |
May 1990 | Good | Good | Very Good | Good | 2100 | 91.4 |
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. | 3,682 | 3,654 | 28 | 0 | 0 |
Steel Protective Coating | sq. ft. | 33,138 | 32,144 | 331 | 663 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 18,936 | 18,179 | 379 | 378 | 0 |
Wearing Surfaces | sq. ft. | 18,147 | 18,145 | 0 | 2 | 0 |
Substructure |
Reinforced Concrete Column | each | 21 | 17 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 220 | 220 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 240 | 209 | 24 | 7 | 0 |
Joints |
Strip Seal Joint | linear ft. | 268 | 266 | 0 | 0 | 2 |
Pourable Joint | linear ft. | 168 | 21 | 0 | 16 | 131 |
Bearings |
Movable Bearing | each | 56 | 0 | 56 | 0 | 0 |
Fixed Bearing | each | 56 | 0 | 56 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 526 | 434 | 20 | 72 | 0 |