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


+30.32139, -81.69778
30°19'17" N, 81°41'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-10 WB (SR-8) over KING ST.
Structure number:720194
Location:I-10 WB / 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:79.7 ft. [24.3 m]
Deck width edge-to-edge:82.7 ft. [25.2 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1987
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: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:Equal to present minimum criteria [6]
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:44.2 tons [40.2 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:91.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201591.3GoodGoodGoodGood-60000
March 201391.6GoodGoodGoodGood-56500
March 201191.8GoodGoodGoodGood-55250
March 200989.8GoodGoodGoodGood-75500
March 200789.7GoodGoodGoodGood-77500
March 200590.0GoodGoodGoodVery Good-73511
February 200394.9GoodGoodVery GoodVery Good-66981
February 200194.3GoodGoodVery GoodVery Good-79500
March 199990.3GoodGoodVery GoodVery GoodFO75000
March 199790.0GoodGoodVery GoodVery Good-73750
March 199591.4GoodGoodVery GoodVery Good-73500
March 199393.6GoodGoodVery GoodVery Good-44625
May 199195.5GoodGoodVery GoodVery Good-33995

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.1,6151,614100
Reinforced Concrete Decksq. ft.11,66611,08358300
Reinforced Concrete Abutmentlinear ft.165161040
Reinforced Concrete Pileeach109100
Reinforced Concrete Pier Caplinear ft.154154000
Compression Jointlinear ft.324032400
Elastomeric Bearingeach68264200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.282282000