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N85-N87 CONNECTOR over SANTA TERESA-N87, & CHYN

Map 

Coordinates:
+37.25667, -121.85667
37°15'24" N, 121°51'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N85-N87 CONNECTOR over SANTA TERESA-N87, & CHYN
Structure number:37 0414G
Location:04-SCL-085-4.70-SJS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:142.1 ft. [43.3 m]
Total length:893.1 ft. [272.2 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1991
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:7
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:21,100 [as of 2001]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Superior to present desirable criteria [9]
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:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 2015100.0Not deficientSatisfactoryGoodGood21100
May 2013100.0Not deficientSatisfactoryVery GoodGood21100
May 2011100.0Not deficientSatisfactoryVery GoodGood21100
May 2009100.0Not deficientSatisfactoryVery GoodGood21100
May 2007100.0Not deficientSatisfactoryVery GoodGood21100
May 2005100.0Not deficientSatisfactoryVery GoodGood21100
May 2003100.0Not deficientGoodVery GoodGood18800
June 2001100.0Not deficientGoodVery GoodGood18800
November 1999100.0Not deficientSatisfactorySatisfactoryGood18800
20000.0Not applicable----
November 1995100.0Not deficientSatisfactorySatisfactoryGood18800
April 1994100.0Not deficientGoodGoodGood10000
April 1993100.0Not deficientGoodGoodGood-
December 1992100.0Not deficientGoodGoodGood-