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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201590.9GoodGoodGoodGood-60000
March 201391.2GoodGoodGoodVery Good-56500
March 201191.4GoodGoodGoodVery Good-55250
March 200989.4GoodGoodGoodVery Good-75500
March 200789.2GoodGoodGoodVery Good-77500
March 200590.0GoodGoodGoodVery Good-73510
February 200393.8GoodGoodVery GoodVery Good-66981
February 200193.3GoodGoodVery GoodVery Good-78000
March 199990.4GoodGoodVery GoodVery Good-73000
March 199790.0GoodGoodVery GoodVery Good-73750
March 199591.4GoodGoodVery GoodVery Good-73500
March 199393.6GoodGoodVery GoodVery Good-44625
May 199193.2GoodGoodVery GoodVery Good-50083