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

Map

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

Facts

Name:I-75R TO PIED/HARR over I-75 SBL- I-75 RAMP
Structure number:000000012107220
Location:IN ATLANTA
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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201598.8GoodGoodGoodVery Good-1100
August 201397.8GoodGoodGoodVery Good-1100
March 201299.9GoodGoodGoodVery Good-1100
March 201099.9GoodGoodGoodVery Good-1100
March 200899.9GoodGoodGoodVery Good-1100
August 200599.8GoodGoodGoodVery Good-1190
August 200393.5GoodGoodGoodVery Good-10000
September 200193.5GoodGoodGoodVery Good-10000
August 199992.5GoodGoodGoodGood-10000
June 199693.5GoodVery GoodVery GoodVery Good-10000
August 199493.4GoodVery GoodVery GoodVery Good-10000
March 199493.4GoodVery GoodVery GoodVery Good-10000
November 199193.4GoodVery GoodVery GoodVery Good-10000