EVANS DRIVE over I-675 (SR 413)


+33.58281, -84.27981
33°34'58" N, 84°16'47" 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:17.4 ft. [5.3 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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 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: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]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201595.6GoodGoodGoodGood-1930
June 201395.6GoodGoodGoodGood-1930
January 201286.3GoodGoodGoodGood-62270
May 200997.6GoodGoodGoodGood-1900
May 200797.6GoodGoodGoodGood-1990
May 200597.7GoodGoodGoodGood-1530
July 200397.7GoodGoodGoodGood-1560
July 200199.7GoodGoodGoodGood-1550
June 199999.7GoodGoodGoodGood-1640
July 199795.7GoodGoodGoodGoodFO1640
May 199599.6GoodGoodGoodGood-1640
June 199399.6GoodGoodGoodVery Good-1640
October 199199.6GoodVery GoodGoodVery Good-1640

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Closed Web/Box Girderlinear ft.321321000
Prestressed Concrete Top Flangesq. ft.15,08714,78730000
Reinforced Concrete Pier Walllinear ft.1212000
Reinforced Concrete Abutmentlinear ft.8888000
Compression Jointlinear ft.8888000
Pot Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.642642000