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


Name:FLAT SHOAL ROAD over I-20
Structure number:000000008903140
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 2014 

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: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:63.4 tons [57.6 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:78.2
Estimated cost of work:$1,830,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201478.2Not deficientGoodVery GoodGood10200
May 201281.2Not deficientGoodVery GoodGood10200
June 201081.5Not deficientGoodVery GoodGood8710
September 200881.5Not deficientGoodVery GoodGood8710
June 200681.1Not deficientGoodVery GoodGood10790
May 200481.4Not deficientGoodVery GoodGood9270
April 200281.4Not deficientGoodVery GoodGood9300
April 200081.0Not deficientGoodVery GoodGood11400
April 199880.0Not deficientGoodVery GoodGood11400
August 199580.9Not deficientVery GoodVery GoodVery Good11400
February 199480.9Not deficientVery GoodVery GoodVery Good11400