OLD ST. AUG RD EB over I-95 (SR-9)


+30.14132, -81.54056
30°08'29" N, 81°32'26" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD ST. AUG RD EB over I-95 (SR-9)
Structure number:720710
Location:OLD ST. AUG. RD.
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:155.8 ft. [47.5 m]
Total length:312.0 ft. [95.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:2003
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]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,850 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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: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]
Sufficiency rating:82.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodGoodGoodVery Good785082.1
November 2016GoodGoodGoodVery Good750082.1
November 2014GoodVery GoodGoodVery Good705082.2
November 2012GoodVery GoodGoodVery Good690082.2
November 2010GoodVery GoodGoodVery Good1510181.2
November 2008GoodVery GoodVery GoodVery Good1510181.2
November 2006GoodVery GoodVery GoodVery Good1510181.2
November 2004GoodExcellentExcellentExcellent1410181.4