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SR-10 E.B. over SAN PABLO RIVER (IWW)

Map

Coordinates:
+30.32333, -81.43917
30°19'24" N, 81°26'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-10 E.B. over SAN PABLO RIVER (IWW)
Structure number:720044
Location:SR-10 EB/San Pablo River
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:129.9 ft. [39.6 m]
Total length:2350.2 ft. [716.3 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:64.0 ft. [19.5 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,500 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:56.1 tons [51.0 metric tons]
Inventory rating:33.7 tons [30.6 metric tons]
Sufficiency rating:90.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$48,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201590.3FairGoodSatisfactorySatisfactory-23500
November 201390.6FairGoodSatisfactorySatisfactory-22750
November 201191.5FairGoodSatisfactorySatisfactory-22750
November 200991.2FairGoodSatisfactorySatisfactory-23500
November 200797.5FairGoodGoodSatisfactory-26250
November 200597.5FairGoodGoodSatisfactory-27250
November 200398.4FairGoodGoodSatisfactory-29750
December 200194.6FairGoodGoodSatisfactory-31000
February 200063.1FairGoodGoodSatisfactory-48500
February 199863.1FairGoodGoodSatisfactory-55000
January 199651.9FairGoodGoodFair-54000
February 199460.9FairGoodGoodSatisfactory-48444
March 199260.9FairGoodSatisfactorySatisfactory-48444
May 199060.9FairGoodSatisfactorySatisfactory-46995

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,64002,4192210
Steel Protective Coatingsq. ft.1,0001,000000
Prestressed Concrete Girder/Beamlinear ft.20,20120,14941110
Deck
Reinforced Concrete Decksq. ft.138,797131,8576,94000
Substructure
Reinforced Concrete Abutmentlinear ft.118108460
Reinforced Concrete Pile Cap/Footinglinear ft.305305000
Reinforced Concrete Pileeach4229850
Reinforced Concrete Pier Caplinear ft.1,4171,4061100
Joints
Pourable Jointlinear ft.1,33994539400
Open Jointlinear ft.112011200
Bearings
Movable Bearingeach2362013500
Steel Protective Coatingsq. ft.1,0001,000000
Fixed Bearingeach2362053100
Steel Protective Coatingsq. ft.1,0001,000000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4,7004,697300