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FLAT SHOAL ROAD over I-20

Map

Coordinates:
+33.72672, -84.32384
33°43'36" N, 84°19'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FLAT SHOAL ROAD over I-20
Structure number:000000008903140
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:101.1 ft. [30.8 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1992
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 [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,200 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:63.4 tons [57.6 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:79.2
Estimated cost of work:$1,830,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201679.2GoodGoodVery GoodGood-10200
April 201478.2GoodGoodVery GoodGood-10200
May 201281.2GoodGoodVery GoodGood-10200
June 201081.5GoodGoodVery GoodGood-8710
September 200881.5GoodGoodVery GoodGood-8710
June 200681.1GoodGoodVery GoodGood-10790
May 200481.4GoodGoodVery GoodGood-9270
April 200281.4GoodGoodVery GoodGood-9300
April 200081.0GoodGoodVery GoodGood-11400
April 199880.0GoodGoodVery GoodGood-11400
August 199580.9GoodVery GoodVery GoodVery Good-11400
February 199480.9GoodVery GoodVery GoodVery Good-11400