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MACARTHUR BLVD over INTERSTATE 580

Map

Coordinates:
+37.82000, -122.25333
37°49'12" N, 122°15'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MACARTHUR BLVD over INTERSTATE 580
Structure number:33 0287
Location:04-ALA-580-44.32-OAK
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:128.0 ft. [39.0 m]
Total length:896.0 ft. [273.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:38°
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:8
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:34,279 [as of 2009]
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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:81.3 tons [73.9 metric tons]
Inventory rating:48.8 tons [44.4 metric tons]
Sufficiency rating:69.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,776,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201669.6GoodGoodGoodGoodFO34279
August 201469.6FairVery GoodSatisfactoryVery GoodFO34279
September 201269.6GoodGoodGoodGoodFO34279
March 201170.6GoodGoodGoodGoodFO34279
August 200872.8GoodGoodGoodGoodFO17000
August 200672.8GoodGoodGoodGoodFO17000
December 200472.8GoodGoodGoodGoodFO17000
October 200272.8GoodGoodGoodGoodFO17000
October 200069.7PoorSeriousGoodGoodSD17000
January 200073.8PoorSeriousGoodGoodSD17000
October 199873.8PoorSeriousGoodGoodSD17000
December 199479.4GoodGoodGoodVery Good-17000
March 199379.4GoodGoodGoodVery Good-17000
November 198979.4GoodGoodGoodVery Good-17000

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.273027300
Deck
Reinforced Concrete Top Flangesq. ft.2,8502,850000
Concrete Protective Coatingsq. ft.2,5002,500000
Substructure
Reinforced Concrete Abutmentlinear ft.2626000
Reinforced Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.1515000
Joints
Compression Jointlinear ft.4033007
Bearings
Elastomeric Bearingeach1111000
Movable Bearingeach1111000
Enclosed/Concealed Bearingeach22000
Bridge Rail
Other Material Bridge Raillinear ft.5500530020