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I-10 EB (SR-8) over KING ST.

Map 

Coordinates:
+30.32167, -81.69694
30°19'18" N, 81°41'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-10 EB (SR-8) over KING ST.
Structure number:720314
Location:I-10 EB / KING ST.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:63.0 ft. [19.2 m]
Total length:141.1 ft. [43.0 m]
Roadway width between curbs:80.7 ft. [24.6 m]
Deck width edge-to-edge:83.7 ft. [25.5 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1995
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:3
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:60,000 [as of 2014]
Truck traffic:5% 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:Better than present minimum criteria [7]
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]
Operating rating:54.6 tons [49.6 metric tons]
Inventory rating:34.4 tons [31.3 metric tons]
Sufficiency rating:90.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201590.9Not deficientGoodGoodGood60000
March 201391.2Not deficientGoodGoodVery Good56500
March 201191.4Not deficientGoodGoodVery Good55250
March 200989.4Not deficientGoodGoodVery Good75500
March 200789.2Not deficientGoodGoodVery Good77500
March 200590.0Not deficientGoodGoodVery Good73510
February 200393.8Not deficientGoodVery GoodVery Good66981
February 200193.3Not deficientGoodVery GoodVery Good78000
March 199990.4Not deficientGoodVery GoodVery Good73000
March 199790.0Not deficientGoodVery GoodVery Good73750
March 199591.4Not deficientGoodVery GoodVery Good73500
March 199393.6Not deficientGoodVery GoodVery Good44625
May 199193.2Not deficientGoodVery GoodVery Good50083