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SB STATE ROUTE 85 over CANOAS CREEK

Map 

Coordinates:
+37.25306, -121.84194
37°15'11" N, 121°50'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SB STATE ROUTE 85 over CANOAS CREEK
Structure number:37 0412L
Location:04-SCL-085-4.28-SJS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:124.0 ft. [37.8 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:81.4 ft. [24.8 m]
Skew angle:41°
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:Satisfactory [6 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:87.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201587.9Not deficientSatisfactoryVery GoodVery Good51500
May 201387.9Not deficientSatisfactoryVery GoodGood51500
May 201187.9Not deficientSatisfactoryVery GoodGood51500
May 200988.5Not deficientGoodVery GoodGood49000
May 200788.5Not deficientGoodVery GoodGood49000
May 200588.5Not deficientGoodVery GoodGood49000
May 200388.5Not deficientSatisfactoryVery GoodGood49000
June 200188.0Not deficientSatisfactoryVery GoodGood42550
July 199888.0Not deficientSatisfactoryVery GoodGood42550
May 199692.3Not deficientFairVery GoodGood20000
April 199493.5Not deficientVery GoodVery GoodVery Good20000
June 199298.0Not deficientVery GoodVery GoodVery Good-