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NB STATE ROUTE 87 over ALMA AVENUE

Map 

Coordinates:
+37.31000, -121.88306
37°18'36" N, 121°52'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB STATE ROUTE 87 over ALMA AVENUE
Structure number:37 0368R
Location:04-SCL-087-4.07-SJS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:131.2 ft. [40.0 m]
Total length:134.5 ft. [41.0 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1990
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:Satisfactory [6 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 deficientSatisfactoryVery GoodGood65000
April 201391.8Not deficientFairVery GoodVery Good65000
April 201194.5Not deficientSatisfactoryVery GoodGood47500
April 200994.5Not deficientSatisfactoryVery GoodGood47500
July 200794.5Not deficientSatisfactoryVery GoodGood47500
June 200594.5Not deficientSatisfactoryVery GoodGood47500
January 200494.5Not deficientSatisfactoryVery GoodGood47500
January 200393.0Not deficientSatisfactoryVery GoodGood52400
January 200293.0Not deficientSatisfactoryVery GoodGood52400
October 199993.0Not deficientSatisfactoryVery GoodGood52400
June 199893.0Not deficientGoodVery GoodGood52400
October 199596.6Not deficientGoodGoodVery Good5000
May 199397.0Not deficientGoodGoodVery Good-