INTERSTATE 5 over 56TH AVE
Map
Coordinates:
+38.50116, -121.5173138°30'04" N, 121°31'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 5 over 56TH AVE |
Structure number: | 24 0265 |
Location: | 03-SAC-005-17.58-SAC |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 98.1 ft. [29.9 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 163.7 ft. [49.9 m] |
Deck width edge-to-edge: | 167.7 ft. [51.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 7° |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 117,000 [as of 2015] |
Truck traffic: | 12% 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: | Superior to present desirable criteria [9] |
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: | 78.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 117000 | 78.0 |
June 2016 | Good | Very Good | Very Good | Very Good | 117000 | 83.0 |
July 2014 | Good | Very Good | Very Good | Very Good | 117000 | 78.0 |
June 2012 | Good | Good | Very Good | Good | 117000 | 78.0 |
December 2010 | Good | Good | Very Good | Good | 112000 | 78.0 |
June 2008 | Good | Good | Very Good | Good | 112000 | 78.0 |
September 2006 | Good | Good | Very Good | Good | 112000 | 78.0 |
March 2003 | Good | Good | Very Good | Good | 88200 | 78.0 |
February 2001 | Good | Good | Very Good | Good | 88200 | 78.0 |
March 1997 | Fair | Satisfactory | Very Good | Good | 88200 | 78.0 |
April 1995 | Good | Good | Very Good | Very Good | 83000 | 78.0 |
September 1993 | Good | Good | Very Good | Very Good | 72000 | 78.0 |
July 1991 | Good | Good | Very Good | Very Good | 72000 | 78.0 |
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. | 30 | 30 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,562 | 1,562 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,339 | 1,339 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 127 | 127 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Other Joint | linear ft. | 100 | 92 | 8 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 61 | 59 | 2 | 0 | 0 |