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


+38.56167, -121.46333
38°33'42" N, 121°27'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 50 EB over STOCKTON, 34TH,35TH, & T
Structure number:24 0228R
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:139.4 ft. [42.5 m]
Total length:1111.6 ft. [338.8 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:15.1 ft. [4.6 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:13
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:115,500 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.8 tons [77.1 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:79.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201579.0Not deficientVery GoodGoodVery Good115500
November 201379.0Not deficientGoodGoodGood115500
November 201176.0Structurally deficientSeriousGoodGood115500
November 200974.0Structurally deficientSeriousGoodGood102500
November 200774.0Structurally deficientSeriousGoodGood102500
November 200574.0Structurally deficientSeriousSatisfactoryGood102500
November 200479.0Functionally obsoleteFairSatisfactoryGood102500
October 200180.4Functionally obsoleteGoodSatisfactoryGood85650
August 199781.4Functionally obsoleteGoodSatisfactoryGood85650
November 199481.0Functionally obsoleteSatisfactorySatisfactoryVery Good85700
March 199381.8Functionally obsoleteSatisfactorySatisfactoryVery Good77650
December 199081.8Functionally obsoleteSatisfactorySatisfactoryVery Good77650