I-75R TO PIED/HARR over I-75 SBL- I-75 RAMP


+33.75985, -84.37905
33°45'35" N, 84°22'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-75R TO PIED/HARR over I-75 SBL- I-75 RAMP
Structure number:000000012107220
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:208.0 ft. [63.4 m]
Total length:408.2 ft. [124.4 m]
Roadway width between curbs:63.3 ft. [19.3 m]
Deck width edge-to-edge:65.6 ft. [20.0 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Owner:State Highway Agency [01]
Year built:1989
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:98.8
Estimated cost of work:$2,391,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201598.8Not deficientGoodGoodVery Good1100
August 201397.8Not deficientGoodGoodVery Good1100
March 201299.9Not deficientGoodGoodVery Good1100
March 201099.9Not deficientGoodGoodVery Good1100
March 200899.9Not deficientGoodGoodVery Good1100
August 200599.8Not deficientGoodGoodVery Good1190
August 200393.5Not deficientGoodGoodVery Good10000
September 200193.5Not deficientGoodGoodVery Good10000
August 199992.5Not deficientGoodGoodGood10000
June 199693.5Not deficientVery GoodVery GoodVery Good10000
August 199493.4Not deficientVery GoodVery GoodVery Good10000
March 199493.4Not deficientVery GoodVery GoodVery Good10000
November 199193.4Not deficientVery GoodVery GoodVery Good10000