US 50 WB over STOCKTON, 34TH,35TH, & T


+38.56011, -121.46678
38°33'36" N, 121°28'00" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 50 WB over STOCKTON, 34TH,35TH, & T
Structure number:24 0228L
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:142.7 ft. [43.5 m]
Total length:968.6 ft. [295.2 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:115,500 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
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:78.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$13,876,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairFairGoodGood11550078.0
November 2015FairGoodGoodSatisfactory11550079.0
November 2013FairSatisfactoryGoodGood11550079.0
November 2011FairFairGoodGood11550078.0
November 2009FairFairGoodGood10250078.0
November 2007FairFairGoodGood10250078.0
November 2005FairFairSatisfactoryGood10250078.0
November 2004FairFairSatisfactoryGood10250079.0
October 2001FairSatisfactorySatisfactoryGood8565080.4
August 1997FairSatisfactorySatisfactoryGood8565081.4
November 1994FairSatisfactorySatisfactoryVery Good8570081.0
March 1993FairSatisfactorySatisfactoryVery Good7765081.8
December 1990FairSatisfactorySatisfactoryVery Good7765081.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.146146000
Reinforced Concrete Closed Web/Box Girderlinear ft.1921682400
Reinforced Concrete Top Flangesq. ft.6,6035,99106120
Wearing Surfacessq. ft.6,4173,209003,208
Reinforced Concrete Columneach1717000
Reinforced Concrete Abutmentlinear ft.8383000
Reinforced Concrete Pileeach11000
Pourable Jointlinear ft.7979000
Compression Jointlinear ft.8989000
Enclosed/Concealed Bearingeach44000
Bridge Rail
Other Material Bridge Raillinear ft.620620000