W91-S15 CONNECTOR over E91-S15,S15-E91, RTE 15


+33.87817, -117.54683
33°52'41" N, 117°32'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W91-S15 CONNECTOR over E91-S15,S15-E91, RTE 15
Structure number:56 0585F
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:194.9 ft. [59.4 m]
Total length:1862.0 ft. [567.5 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1989
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:11
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,300 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:81.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairGoodFair1030081.0
October 2015GoodGoodVery GoodGood1030093.5
January 2014FairSatisfactoryVery GoodGood1030093.5
November 2011FairSatisfactoryVery GoodGood1030093.5
January 2010FairSatisfactoryVery GoodGood1030091.5
March 2008FairSatisfactoryVery GoodGood1030091.5
July 2006FairSatisfactoryVery GoodGood1030091.5
March 2004FairSatisfactoryVery GoodGood1030094.0
March 2002FairSatisfactoryVery GoodGood1030093.0
December 2000FairSatisfactoryVery GoodGood1030089.0
December 1998FairSatisfactoryVery GoodGood1030091.0
April 1996FairSatisfactoryVery GoodGood1030091.0
April 1994GoodExcellentExcellentExcellent1030089.0
November 1992GoodExcellentExcellentExcellent-91.0
October 1990GoodExcellentExcellentExcellent-91.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.568562060
Reinforced Concrete Top Flangesq. ft.6,5741,3005,27400
Concrete Protective Coatingsq. ft.5,96805,96800
Reinforced Concrete Columneach1001000
Reinforced Concrete Abutmentlinear ft.2323000
Steel Pileeach11000
Compression Jointlinear ft.60204000
Assembly with Sealeach1212000
Enclosed/Concealed Bearingeach55000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,1361,136000