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I-85 RMP TO 17 ST over SR 401 SOUTH RAMP TO 14T

Map 

Coordinates:
+33.79150, -84.39295
33°47'29" N, 84°23'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-85 RMP TO 17 ST over SR 401 SOUTH RAMP TO 14T
Structure number:000000012153060
Location:IN ATLANTA
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:105.0 ft. [32.0 m]
Total length:198.2 ft. [60.4 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:57.4 ft. [17.5 m]
Vertical clearance below bridge:33.8 ft. [10.3 m]
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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: August 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,380 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.9
Estimated cost of work:$1,477,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201595.9GoodVery GoodVery GoodGood-11380
August 201395.9GoodVery GoodVery GoodGood-11380
August 201195.9GoodVery GoodVery GoodGood-11380
February 201097.9GoodVery GoodVery GoodGood-555
February 200897.9GoodVery GoodVery GoodVery Good-555
August 200597.9GoodExcellentExcellentExcellent-555