+33.76572, -84.38998
33°45'57" N, 84°23'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-75 RAMP over M-9073 SPRING STREET
Structure number:000000012105480
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201597.3GoodGoodVery GoodGood-4640
July 201397.3GoodGoodVery GoodGood-4640
June 201197.1GoodGoodGoodGood-20870
October 200997.1GoodGoodGoodGood-20870
February 200897.1GoodGoodGoodGood-20870
August 200597.6GoodGoodGoodGood-16750
August 200397.9GoodGoodVery GoodGood-15020
September 200197.9GoodGoodVery GoodGood-15020
August 199995.8GoodGoodVery GoodGood-15020
June 199695.8GoodGoodVery GoodVery Good-15020
July 199495.7GoodGoodVery GoodVery Good-15020
October 199295.7GoodGoodVery GoodVery Good-15020
September 199095.7GoodGoodVery GoodVery Good-15020