Share:

OLD ST. AUG. RD WB 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 WB over I-95 (SR-9)
Structure number:720709
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:31.8 ft. [9.7 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance below bridge:17.7 ft. [5.4 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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2015]
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:82.3 tons [74.8 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201697.3GoodGoodGoodGood-7500
November 201497.3GoodGoodGoodGood-7050
November 201297.3GoodGoodGoodGood-6900
November 201096.6GoodGoodGoodGood-15101
November 200896.6GoodGoodVery GoodVery Good-15101
November 200696.6GoodGoodVery GoodVery Good-15101
November 200496.7GoodExcellentExcellentExcellent-14101