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SB STATE ROUTE 87 over ALMA AVENUE

Map 

Coordinates:
+37.31000, -121.88361
37°18'36" N, 121°53'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SB STATE ROUTE 87 over ALMA AVENUE
Structure number:37 0368L
Location:04-SCL-087-4.07-SJS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:124.7 ft. [38.0 m]
Total length:126.3 ft. [38.5 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1990
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:65,000 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201592.8Not deficientGoodVery GoodGood65000
April 201392.8Not deficientGoodVery GoodGood65000
April 201194.5Not deficientSatisfactoryVery GoodGood47500
April 200994.5Not deficientSatisfactoryVery GoodGood47500
July 200774.2Functionally obsoleteSatisfactoryVery GoodGood47500
June 200594.5Not deficientSatisfactoryVery GoodGood47500
January 200494.5Not deficientSatisfactoryVery GoodGood47500
January 200393.0Not deficientSatisfactoryVery GoodGood52400
January 200293.0Not deficientSatisfactoryVery GoodGood52400
October 199994.0Not deficientGoodVery GoodGood52400
June 199894.0Not deficientGoodVery GoodGood52400
October 199596.5Not deficientGoodVery GoodGood5000
May 199396.0Not deficientGoodGoodVery Good-