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SB STATE ROUTE 85 over CAHALAN AVE (FUTURE)

Map 

Coordinates:
+37.25417, -121.84611
37°15'15" N, 121°50'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SB STATE ROUTE 85 over CAHALAN AVE (FUTURE)
Structure number:37 0440L
Location:04-SCL-085-4.50-SJS
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:133.9 ft. [40.8 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:64.3 ft. [19.6 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Skew angle:18°
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:51,500 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:86.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201586.8Not deficientVery GoodVery GoodVery Good51500
May 201386.8Not deficientGoodVery GoodGood51500
May 201186.8Not deficientGoodVery GoodGood51500
May 200985.7Not deficientGoodVery GoodGood56300
May 200785.7Not deficientGoodVery GoodGood56300
May 200585.7Not deficientGoodVery GoodVery Good56300
May 200390.7Not deficientGoodVery GoodVery Good35000
June 200187.9Not deficientGoodVery GoodGood42550
July 199887.9Not deficientGoodVery GoodGood42550
May 199692.3Not deficientGoodSatisfactoryGood20000
April 199492.5Not deficientVery GoodVery GoodVery Good20000
June 199299.0Not deficientVery GoodVery GoodVery Good-