EVANS DRIVE over I-675 (SR 413)


+33.58260, -84.28012
33°34'57" N, 84°16'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EVANS DRIVE over I-675 (SR 413)
Structure number:000000006301080
Location:4 MI E OF MORROW
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:163.1 ft. [49.7 m]
Total length:320.9 ft. [97.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1984
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:2
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: June 2017

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:Equal to present desirable criteria [8]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodGoodGood193095.6
June 2015GoodGoodGoodGood193095.6
June 2013GoodGoodGoodGood193095.6
January 2012GoodGoodGoodGood6227086.3
May 2009GoodGoodGoodGood190097.6
May 2007GoodGoodGoodGood199097.6
May 2005GoodGoodGoodGood153097.7
July 2003GoodGoodGoodGood156097.7
July 2001GoodGoodGoodGood155099.7
June 1999GoodGoodGoodGood164099.7
July 1997GoodGoodGoodGood164095.7
May 1995GoodGoodGoodGood164099.6
June 1993GoodGoodGoodVery Good164099.6
October 1991GoodVery GoodGoodVery Good164099.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.321113158500
Prestressed Concrete Top Flangesq. ft.15,08714,78530020
Reinforced Concrete Pier Walllinear ft.1212000
Reinforced Concrete Abutmentlinear ft.88781000
Compression Jointlinear ft.8888000
Pot Bearingeach40400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.642642000