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E&W80-E580 CONNCTR over UP RR,BNSF RY,AMTRAK,ETC

Map 

Coordinates:
+37.82694, -122.29167
37°49'37" N, 122°17'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E&W80-E580 CONNCTR over UP RR,BNSF RY,AMTRAK,ETC
Structure number:33 0061L
Location:04-ALA-580-46.50L-OAK
Purpose:Carries highway overpass (third level) over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:122.1 ft. [37.2 m]
Total length:3996.3 ft. [1218.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1962
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:55
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2015 

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:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:60.8 tons [55.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:72.1
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$43,760,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201572.1GoodGoodGoodVery GoodFO220000
August 201361.1FairSatisfactoryFairSatisfactoryFO220000
May 201160.1FairFairFairSatisfactoryFO220000
May 200960.1FairFairFairSatisfactoryFO100000
May 200760.1FairFairFairSatisfactoryFO100000
January 200660.1FairFairFairSatisfactoryFO100000
January 200566.9FairFairFairSatisfactoryFO100000
May 200375.1PoorCriticalSatisfactorySatisfactorySD100000
May 200174.1FairFairSatisfactorySatisfactoryFO133800
December 200072.1PoorCriticalSatisfactorySatisfactorySD133800
February 199976.1FairFairGoodGoodFO133800
March 199876.1FairFairGoodGoodFO133800
May 199464.9FairFairSatisfactoryFairFO141850
June 199265.6FairFairSatisfactoryFairFO125000