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SB STATE ROUTE 87 over WILLOW ST & GUADALUPE RI

Map

Coordinates:
+37.31528, -121.88833
37°18'55" N, 121°53'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SB STATE ROUTE 87 over WILLOW ST & GUADALUPE RI
Structure number:37 0422L
Location:04-SCL-087-4.55-SJS
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:117.5 ft. [35.8 m]
Total length:426.9 ft. [130.1 m]
Roadway width between curbs:82.7 ft. [25.2 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1989
Year reconstructed:2007
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:4
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:65,000 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:79.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,853,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201579.0GoodGoodVery GoodGood-65000
April 201379.0FairSatisfactoryVery GoodGood-65000
April 201179.0FairSatisfactoryVery GoodGood-47500
April 200979.0FairSatisfactoryVery GoodGood-47500
July 200779.0FairSatisfactoryVery GoodSatisfactoryFO47500
June 200579.0FairSatisfactoryVery GoodSatisfactoryFO47500
January 200479.0FairSatisfactoryVery GoodGoodFO47500
January 200279.0GoodGoodVery GoodGoodFO52400
December 200079.0GoodGoodVery GoodGoodFO52400
June 199882.0GoodGoodVery GoodGood-52400
October 199595.1GoodVery GoodVery GoodVery Good-5000
September 199397.0GoodVery GoodVery GoodVery Good--
July 198997.0GoodVery GoodVery GoodVery Good--

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.260260000
Deck
Reinforced Concrete Top Flangesq. ft.3,4843,09439000
Concrete Protective Coatingsq. ft.2,5922,592000
Substructure
Reinforced Concrete Columneach55000
Reinforced Concrete Pier Walllinear ft.5453100
Reinforced Concrete Abutmentlinear ft.56371810
Reinforced Concrete Pileeach11000
Joints
Compression Jointlinear ft.5656000
Bearings
Enclosed/Concealed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.41517324200