I-75 RAMP over M-9073 SPRING STREET
Map
Coordinates:
+33.76572, -84.3899833°45'57" N, 84°23'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | I-75 RAMP over M-9073 SPRING STREET |
Structure number: | 000000012105480 |
Location: | IN ATLANTA |
Purpose: | Carries highway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 84.0 ft. [25.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 38° |
Owner: | State Highway Agency [01] |
Year built: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,640 [as of 2012] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 60.4 tons [54.9 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 97.3 |
Estimated cost of work: | $358,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2015 | 97.3 | Good | Good | Very Good | Good | - | 4640 |
July 2013 | 97.3 | Good | Good | Very Good | Good | - | 4640 |
June 2011 | 97.1 | Good | Good | Good | Good | - | 20870 |
October 2009 | 97.1 | Good | Good | Good | Good | - | 20870 |
February 2008 | 97.1 | Good | Good | Good | Good | - | 20870 |
August 2005 | 97.6 | Good | Good | Good | Good | - | 16750 |
August 2003 | 97.9 | Good | Good | Very Good | Good | - | 15020 |
September 2001 | 97.9 | Good | Good | Very Good | Good | - | 15020 |
August 1999 | 95.8 | Good | Good | Very Good | Good | - | 15020 |
June 1996 | 95.8 | Good | Good | Very Good | Very Good | - | 15020 |
July 1994 | 95.7 | Good | Good | Very Good | Very Good | - | 15020 |
October 1992 | 95.7 | Good | Good | Very Good | Very Good | - | 15020 |
September 1990 | 95.7 | Good | Good | Very Good | Very Good | - | 15020 |