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I75 SB RMP TO I20E over I-75- 2 I-75 RMPS- I-20R

Map 

Coordinates:
+33.74483, -84.39007
33°44'41" N, 84°23'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I75 SB RMP TO I20E over I-75- 2 I-75 RMPS- I-20R
Structure number:000000012107050
Location:I-20 & I-75 INTERCHANGE
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:216.9 ft. [66.1 m]
Total length:584.0 ft. [178.0 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance above deck:18.4 ft. [5.6 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:99°
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:3
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:Epoxy Overlay [5]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:38,670 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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: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:92.6
Estimated cost of work:$2,489,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201592.6Not deficientGoodGoodGood38670
August 201392.6Not deficientGoodGoodGood38670
March 201294.6Not deficientGoodGoodGood38670
March 201097.9Not deficientGoodGoodGood15000
March 200893.8Functionally obsoleteGoodGoodGood15000
August 200597.9Not deficientGoodGoodGood15000
August 200397.9Not deficientSatisfactoryGoodGood15000
September 200197.9Not deficientGoodGoodGood15000
June 199997.9Not deficientGoodGoodGood15000
June 199696.9Not deficientVery GoodVery GoodVery Good15000
July 199497.8Not deficientVery GoodVery GoodVery Good15000
March 199497.8Not deficientVery GoodVery GoodVery Good15000
November 199197.8Not deficientVery GoodVery GoodVery Good15000