FORT CAROLINE RD. over I-295 (SR-9A)


+30.36194, -81.55306
30°21'43" N, 81°33'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FORT CAROLINE RD. over I-295 (SR-9A)
Structure number:720532
Location:0.6 MI. N. OF MERRILL RD.
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:110.9 ft. [33.8 m]
Total length:294.0 ft. [89.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:30°
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 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 2014]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:56.9 tons [51.7 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:93.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201593.1Not deficientGoodGoodGood6000
March 201393.1Not deficientGoodGoodVery Good6000
March 201199.3Not deficientGoodGoodVery Good4751
March 200999.3Not deficientGoodVery GoodVery Good4751
March 200799.3Not deficientGoodVery GoodVery Good4751
March 200599.3Not deficientGoodVery GoodVery Good4751
March 200398.3Not deficientGoodVery GoodVery Good4701
March 200198.4Not deficientGoodVery GoodVery Good4551
April 199998.4Not deficientGoodVery GoodVery Good4501
April 199798.4Not deficientVery GoodVery GoodVery Good4001
April 199598.5Not deficientVery GoodVery GoodVery Good3301
April 199399.5Not deficientVery GoodVery GoodVery Good3001
May 199199.7Not deficientVery GoodVery GoodVery Good2001