SR 10 (EBL) BR 7E over I-75- HOV & RAMP


+33.75913, -84.37885
33°45'33" N, 84°22'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 10 (EBL) BR 7E over I-75- HOV & RAMP
Structure number:000000012107190
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:226.1 ft. [68.9 m]
Total length:606.0 ft. [184.7 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:69.2 ft. [21.1 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Good
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: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:50.5 tons [45.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201597.7GoodGoodGoodGood-1930
April 201397.7GoodGoodGoodGood-1930
April 201199.0GoodGoodGoodGood-6800
July 200999.0GoodGoodGoodGood-6800
June 200799.0GoodGoodGoodGood-6800
June 200599.1GoodGoodGoodGood-6730
June 200398.9GoodGoodGoodGood-7610
March 200199.9GoodGoodGoodGood-1000
June 199998.4GoodGoodGoodGood-11370
June 199698.4GoodVery GoodVery GoodVery Good-11140
September 199498.4GoodVery GoodVery GoodVery Good-10460
March 199498.5GoodVery GoodVery GoodVery Good-10087
November 199198.5GoodVery GoodVery GoodVery Good-10087