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


+30.32167, -81.69694
30°19'18" N, 81°41'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.1,5521,546600
Reinforced Concrete Decksq. ft.11,80411,21459000
Reinforced Concrete Abutmentlinear ft.168165030
Reinforced Concrete Pileeach1010000
Reinforced Concrete Pier Caplinear ft.158158000
Pourable Jointlinear ft.66000
Compression Jointlinear ft.3180307011
Elastomeric Bearingeach66244200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.282282000