INTERSTATE 5 SB over INTERSTATE 80
Map
Coordinates:
+38.62461, -121.5170338°37'29" N, 121°31'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 5 SB over INTERSTATE 80 |
Structure number: | 24 0207L |
Location: | 03-SAC-005-26.69-SAC |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 97.4 ft. [29.7 m] |
Total length: | 284.1 ft. [86.6 m] |
Roadway width between curbs: | 89.9 ft. [27.4 m] |
Deck width edge-to-edge: | 100.1 ft. [30.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 14° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
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: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 89,000 [as of 2011] |
Truck traffic: | 10% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 81.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Good | Good | 89000 | 81.0 |
January 2015 | Good | Good | Good | Good | 89000 | 81.0 |
January 2013 | Good | Good | Good | Good | 89000 | 83.0 |
March 2011 | Good | Good | Good | Good | 78000 | 83.0 |
January 2009 | Good | Good | Good | Good | 78000 | 83.0 |
January 2007 | Good | Good | Good | Good | 78000 | 83.0 |
June 2005 | Fair | Fair | Good | Good | 78000 | 83.0 |
March 2003 | Fair | Fair | Good | Good | 62000 | 83.0 |
April 2001 | Fair | Fair | Good | Good | 62000 | 83.0 |
December 1996 | Fair | Fair | Good | Good | 62000 | 80.0 |
December 1994 | Good | Good | Good | Good | 37700 | 85.1 |
February 1993 | Good | Good | Good | Good | 43450 | 83.7 |
May 1990 | Good | Good | Good | Good | 43450 | 83.7 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 87 | 87 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,641 | 2,641 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,373 | 2,373 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 11 | 0 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 83 | 83 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 32 | 0 | 0 | 32 | 0 |
Compression Joint | linear ft. | 32 | 0 | 0 | 32 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 163 | 163 | 0 | 0 | 0 |