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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.1
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$43,760,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201572.1Functionally obsoleteGoodGoodVery Good220000
August 201361.1Functionally obsoleteSatisfactoryFairSatisfactory220000
May 201160.1Functionally obsoleteFairFairSatisfactory220000
May 200960.1Functionally obsoleteFairFairSatisfactory100000
May 200760.1Functionally obsoleteFairFairSatisfactory100000
January 200660.1Functionally obsoleteFairFairSatisfactory100000
January 200566.9Functionally obsoleteFairFairSatisfactory100000
May 200375.1Structurally deficientCriticalSatisfactorySatisfactory100000
May 200174.1Functionally obsoleteFairSatisfactorySatisfactory133800
December 200072.1Structurally deficientCriticalSatisfactorySatisfactory133800
20000.0Not applicable---128800
February 199976.1Functionally obsoleteFairGoodGood133800
March 199876.1Functionally obsoleteFairGoodGood133800
May 199464.9Functionally obsoleteFairSatisfactoryFair141850
June 199265.6Functionally obsoleteFairSatisfactoryFair125000