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STATE ROUTE 87 SB over CAPITOL EXPRESSWAY

Map 

Coordinates:
+37.27444, -121.86306
37°16'28" N, 121°51'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 87 SB over CAPITOL EXPRESSWAY
Structure number:37 0415L
Location:04-SCL-087-1.34-SJS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:135.8 ft. [41.4 m]
Total length:259.2 ft. [79.0 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans 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:51,000 [as of 2009]
Deck condition:Very Good [8 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: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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:89.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201589.0Functionally obsoleteVery GoodVery GoodGood51000
April 201389.0Functionally obsoleteGoodVery GoodGood51000
April 201190.7Functionally obsoleteFairVery GoodGood43000
April 200990.7Functionally obsoleteFairVery GoodGood43000
July 200791.8Functionally obsoleteSatisfactoryVery GoodGood43000
June 200591.8Functionally obsoleteSatisfactoryVery GoodGood43000
January 200491.8Functionally obsoleteSatisfactoryVery GoodGood43000
September 200192.3Not deficientSatisfactoryVery GoodGood37500
October 199996.5Not deficientSatisfactoryVery GoodGood37500
June 199892.3Not deficientGoodVery GoodGood37500
October 199595.6Not deficientGoodGoodVery Good5000
June 199396.0Not deficientGoodGoodVery Good-