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FIFTH STREET over I-75/I-85 NORTH & SOUTH

Map 

Coordinates:
+33.77685, -83.39128
33°46'37" N, 83°23'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FIFTH STREET over I-75/I-85 NORTH & SOUTH
Structure number:000000012153210
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:137.1 ft. [41.8 m]
Total length:256.9 ft. [78.3 m]
Roadway width between curbs:47.2 ft. [14.4 m]
Deck width edge-to-edge:226.4 ft. [69.0 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:2006
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:1,930 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:93.9
Estimated cost of work:$1,917,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201593.9Not deficientGoodVery GoodVery Good1930
July 201393.9Not deficientVery GoodVery GoodVery Good1930
July 201196.9Not deficientVery GoodVery GoodVery Good1530
April 201096.9Not deficientVery GoodVery GoodVery Good1530
February 200896.9Not deficientVery GoodVery GoodVery Good1530