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I-95 SB (SR-9) over KINGS RD.

Map 

Coordinates:
+30.33694, -81.66861
30°20'13" N, 81°40'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-95 SB (SR-9) over KINGS RD.
Structure number:720301
Location:0.2 MI. N. OF UNION ST.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:66.9 ft. [20.4 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:77.4 ft. [23.6 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:65,250 [as of 2013]
Truck traffic:8% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:88.4 tons [80.4 metric tons]
Inventory rating:53.1 tons [48.3 metric tons]
Sufficiency rating:92.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201492.9Not deficientGoodGoodGood65250
June 201288.6Not deficientGoodGoodGood68500
June 201088.3Not deficientGoodGoodGood74000
June 200889.0Not deficientGoodGoodVery Good59000
June 200688.7Not deficientGoodGoodVery Good65450
June 200488.9Not deficientGoodVery GoodVery Good62250
July 200289.2Not deficientGoodVery GoodVery Good55000
June 200089.1Not deficientGoodVery GoodVery Good57500
June 199885.7Functionally obsoleteGoodVery GoodVery Good62000
June 199684.6Not deficientGoodVery GoodVery Good73750
June 199487.8Not deficientGoodVery GoodVery Good51914
June 199287.5Not deficientGoodVery GoodVery Good56185
July 199087.7Not deficientGoodVery GoodVery Good53440