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SB STATE ROUTE 85 over BERNAL ROAD

Map 

Coordinates:
+37.24111, -121.77250
37°14'28" N, 121°46'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SB STATE ROUTE 85 over BERNAL ROAD
Structure number:37 0547L
Location:04-SCL-085-0.20-SJS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:87.9 ft. [26.8 m]
Total length:175.2 ft. [53.4 m]
Roadway width between curbs:60.4 ft. [18.4 m]
Deck width edge-to-edge:63.3 ft. [19.3 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1994
Year reconstructed:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:24,500 [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:Equal to present desirable criteria [8]
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:88.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201588.6Not deficientVery GoodVery GoodGood24500
May 201188.6Not deficientGoodVery GoodGood24500
May 200985.2Not deficientPoorVery GoodGood24700
May 200785.2Not deficientPoorVery GoodGood24700
May 200585.2Not deficientPoorVery GoodGood24700
May 200391.7Not deficientGoodVery GoodGood16500
June 200190.1Not deficientGoodVery GoodGood20650
July 199890.1Not deficientGoodVery GoodGood20650
May 199690.3Not deficientGoodVery GoodGood20000
November 199490.3Not deficient---20000