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

Map 

Coordinates:
+30.14167, -81.54083
30°08'30" N, 81°32'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:16.4 ft. [5.0 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 2014 

Status:Open, no restriction [A]
Average daily traffic:7,050 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 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]
Inventory rating:74.9 tons [68.1 metric tons]
Sufficiency rating:82.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201482.2Not deficientVery GoodGoodVery Good7050
November 201282.2Not deficientVery GoodGoodVery Good6900
November 201081.2Not deficientVery GoodGoodVery Good15101
November 200881.2Not deficientVery GoodVery GoodVery Good15101
November 200681.2Not deficientVery GoodVery GoodVery Good15101
November 200481.4Not deficientExcellentExcellentExcellent14101