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ROUTE 580 NB over ADELINE, SAN PABLO,PERAL

Map

Coordinates:
+37.82667, -122.27500
37°49'36" N, 122°16'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 580 NB over ADELINE, SAN PABLO,PERAL
Structure number:33 0280R
Location:04-ALA-580-45.74-OAK
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:121.1 ft. [36.9 m]
Total length:1054.2 ft. [321.3 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:68.6 ft. [20.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1961
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:12
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:220,000 [as of 2009]
Truck traffic:3% 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:78.4 tons [71.3 metric tons]
Inventory rating:47.1 tons [42.8 metric tons]
Sufficiency rating:80.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201680.0GoodGoodGoodGood-220000
September 201480.0GoodVery GoodVery GoodVery Good-220000
September 201280.0GoodGoodGoodGood-220000
March 201182.0GoodGoodGoodGood-220000
August 200885.4GoodGoodGoodGood-100000
August 200685.4GoodGoodGoodGood-100000
December 200485.4GoodGoodGoodGood-100000
November 200290.5GoodGoodGoodGood-78000
November 200082.0FairFairGoodGood-133800
October 199881.0GoodGoodGoodGoodFO133800
December 199482.8GoodGoodGoodGoodFO141850
March 199384.2GoodGoodGoodGoodFO125000
October 199084.2GoodGoodGoodGoodFO125000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.321321000
Deck
Reinforced Concrete Top Flangesq. ft.6,7206,720000
Wearing Surfacessq. ft.6,7206,720000
Substructure
Reinforced Concrete Pier Walllinear ft.5252000
Reinforced Concrete Abutmentlinear ft.5252000
Reinforced Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.235235000
Joints
Pourable Jointlinear ft.120001200
Compression Jointlinear ft.2020000
Bearings
Movable Bearingeach2020000
Enclosed/Concealed Bearingeach44000
Bridge Rail
Other Material Bridge Raillinear ft.65555520080