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SB STATE ROUTE 87 over CAROL DRIVE

Map 

Coordinates:
+37.28972, -121.87111
37°17'23" N, 121°52'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SB STATE ROUTE 87 over CAROL DRIVE
Structure number:37 0361L
Location:04-SCL-087-2.52-SJS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:83.0 ft. [25.3 m]
Total length:85.3 ft. [26.0 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:
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]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:55,000 [as of 2009]
Truck traffic:1% of total traffic
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:Superior to present desirable criteria [9]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201592.7Not deficientVery GoodVery GoodGood55000
April 201193.2Not deficientGoodGoodGood50000
July 200793.2Not deficientGoodGoodGood50000
June 200593.2Not deficientGoodGoodGood50000
January 200493.2Not deficientGoodGoodGood50000
September 200193.8Not deficientGoodVery GoodSatisfactory43500
October 199993.8Not deficientGoodVery GoodSatisfactory43500
June 199891.8Not deficientGoodVery GoodSatisfactory43500
October 199595.6Not deficientGoodGoodGood5000
May 199396.0Not deficientGoodGoodGood-