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SNELL AVENUE over STATE ROUTE 85 & VTA LRT

Map

Coordinates:
+37.24639, -121.83083
37°14'47" N, 121°49'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SNELL AVENUE over STATE ROUTE 85 & VTA LRT
Structure number:37 0442
Location:04-SCL-085-3.48-SJS
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:123.0 ft. [37.5 m]
Total length:983.0 ft. [299.6 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:77.1 ft. [23.5 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:25°
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]
Number of main spans:9
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

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,800 [as of 1999]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:73.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$11,813,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201573.5GoodVery GoodGoodGoodFO14800
May 201373.5FairSatisfactoryVery GoodSatisfactoryFO14800
May 201173.5FairSatisfactoryVery GoodSatisfactoryFO14800
May 200972.4FairFairVery GoodSatisfactoryFO14800
May 200772.4FairFairVery GoodSatisfactoryFO14800
May 200573.5FairSatisfactoryVery GoodSatisfactoryFO14800
May 200374.9FairSatisfactoryVery GoodGoodFO11000
June 200172.8FairSatisfactoryVery GoodGoodFO11000
July 199872.8FairSatisfactoryVery GoodGoodFO11000
May 199685.4FairFairSatisfactoryGood-11000
April 199486.3GoodVery GoodVery GoodGood-11000
June 199290.4GoodVery GoodVery GoodGood-11000