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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 

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. ratingEvaluationDeckSuper.Sub.ADT
August 201595.9Not deficientVery GoodVery GoodGood11380
August 201395.9Not deficientVery GoodVery GoodGood11380
August 201195.9Not deficientVery GoodVery GoodGood11380
February 201097.9Not deficientVery GoodVery GoodGood555
February 200897.9Not deficientVery GoodVery GoodVery Good555
August 200597.9Not deficientExcellentExcellentExcellent555