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I75R NB TO CENTRAL over I-75- I-75 RMP- 2 M-RTS

Map 

Coordinates:
+33.73761, -84.39237
33°44'15" N, 84°23'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I75R NB TO CENTRAL over I-75- I-75 RMP- 2 M-RTS
Structure number:000000012106680
Location:IN ATLANTA
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:198.2 ft. [60.4 m]
Total length:723.1 ft. [220.4 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1988
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:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
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:1,900 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:96.7
Estimated cost of work:$4,237,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201596.7Not deficientGoodGoodSatisfactory1900
August 201396.7Not deficientGoodGoodSatisfactory1900
October 201199.7Not deficientGoodGoodSatisfactory1900
October 200999.7Not deficientGoodGoodSatisfactory1900
July 200799.7Not deficientVery GoodVery GoodGood1990
June 200599.8Not deficientVery GoodVery GoodGood1530
May 200398.6Not deficientVery GoodVery GoodGood10100
September 200198.6Not deficientVery GoodVery GoodGood10000
May 199998.6Not deficientVery GoodVery GoodGood10000
June 199698.6Not deficientVery GoodVery GoodVery Good10000
July 199498.5Not deficientVery GoodVery GoodVery Good10000
February 199498.5Not deficientVery GoodVery GoodVery Good10000
November 199197.5Not deficientVery GoodVery GoodVery Good10000