S99-E58 CONNECTOR over SR 58, SR 99 & WIBLE RD


+35.35233, -119.03692
35°21'08" N, 119°02'13" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S99-E58 CONNECTOR over SR 58, SR 99 & WIBLE RD
Structure number:50 0429F
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:209.7 ft. [63.9 m]
Total length:1390.2 ft. [423.7 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1976
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:8
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,500 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:78.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$9,105,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairGoodGoodFair1550078.6
October 2015GoodGoodVery GoodGood1550090.2
October 2013GoodGoodVery GoodVery Good1550090.2
November 2011GoodGoodVery GoodVery Good2500087.9
October 2009GoodGoodVery GoodVery Good2500087.9
November 2007GoodGoodVery GoodVery Good2500087.9
October 2005GoodGoodVery GoodVery Good2500087.9
September 2003GoodGoodVery GoodVery Good1110091.3
February 2002GoodGoodVery GoodVery Good1110091.3
November 2000GoodGoodVery GoodVery Good1110091.3
November 1995GoodGoodGoodGood1110091.4
October 1993GoodGoodGoodGood1110091.4
July 1990GoodGoodGoodGood1110091.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.424422110
Reinforced Concrete Top Flangesq. ft.5,4244,84458000
Wearing Surfacessq. ft.4,957004,9570
Steel Pin or Pin & Hangar Assemblyeach1212000
Reinforced Concrete Columneach83500
Reinforced Concrete Abutmentlinear ft.4843410
Reinforced Concrete Pileeach11000
Strip Seal Jointlinear ft.137420
Other Jointlinear ft.1313000
Enclosed/Concealed Bearingeach11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.848840620