US 50 EB over STOCKTON, 34TH,35TH, & T
Map
Coordinates:
+38.55983, -121.4668738°33'35" N, 121°28'01" W
Facts
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 |
Location: | 03-SAC-050-R0.38-SAC |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 138.8 ft. [42.3 m] |
Total length: | 1017.1 ft. [310.0 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: | 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: | 9 |
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 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 115,500 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 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: | 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] |
Sufficiency rating: | 81.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 115500 | 81.0 |
November 2015 | Good | Very Good | Good | Very Good | 115500 | 79.0 |
November 2013 | Good | Good | Good | Good | 115500 | 79.0 |
November 2011 | Poor | Serious | Good | Good | 115500 | 76.0 |
November 2009 | Poor | Serious | Good | Good | 102500 | 74.0 |
November 2007 | Poor | Serious | Good | Good | 102500 | 74.0 |
November 2005 | Poor | Serious | Satisfactory | Good | 102500 | 74.0 |
November 2004 | Fair | Fair | Satisfactory | Good | 102500 | 79.0 |
October 2001 | Fair | Good | Satisfactory | Good | 85650 | 80.4 |
August 1997 | Fair | Good | Satisfactory | Good | 85650 | 81.4 |
November 1994 | Fair | Satisfactory | Satisfactory | Very Good | 85700 | 81.0 |
March 1993 | Fair | Satisfactory | Satisfactory | Very Good | 77650 | 81.8 |
December 1990 | Fair | Satisfactory | Satisfactory | Very Good | 77650 | 81.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 148 | 148 | 0 | 0 | 0 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 738 | 705 | 32 | 1 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 8,667 | 8,635 | 32 | 0 | 0 |
Wearing Surfaces | sq. ft. | 6,231 | 6,231 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,142 | 1,118 | 0 | 0 | 1,024 |
Substructure |
Reinforced Concrete Column | each | 25 | 25 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 137 | 137 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 2 | 2 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 63 | 38 | 0 | 25 | 0 |
Compression Joint | linear ft. | 150 | 146 | 0 | 4 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 7 | 7 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 359 | 359 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 620 | 620 | 0 | 0 | 0 |