INTERSTATE 5 over 35TH AVE
Map
Coordinates:
+38.52294, -121.5214238°31'23" N, 121°31'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 5 over 35TH AVE |
Structure number: | 24 0252 |
Location: | 03-SAC-005-19.13-SAC |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 110.9 ft. [33.8 m] |
Total length: | 112.9 ft. [34.4 m] |
Roadway width between curbs: | 166.3 ft. [50.7 m] |
Deck width edge-to-edge: | 171.3 ft. [52.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 13° |
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: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 138,000 [as of 2015] |
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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 138000 | 85.0 |
June 2016 | Good | Very Good | Very Good | Very Good | 138000 | 85.0 |
July 2014 | Good | Very Good | Very Good | Very Good | 138000 | 85.0 |
June 2012 | Good | Good | Very Good | Good | 138000 | 83.0 |
December 2010 | Good | Good | Very Good | Good | 126000 | 83.0 |
June 2008 | Good | Good | Very Good | Good | 126000 | 83.0 |
September 2006 | Good | Good | Very Good | Good | 126000 | 83.0 |
March 2003 | Good | Good | Very Good | Good | 112100 | 83.0 |
February 2001 | Fair | Satisfactory | Very Good | Good | 112100 | 83.0 |
March 1997 | Fair | Satisfactory | Very Good | Good | 112100 | 83.0 |
April 1995 | Fair | Satisfactory | Good | Good | 111500 | 81.0 |
September 1993 | Fair | Satisfactory | Good | Good | 105200 | 81.0 |
July 1991 | Fair | Satisfactory | Good | Good | 105200 | 81.0 |
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. | 34 | 34 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,794 | 1,794 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,744 | 1,744 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 134 | 134 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 109 | 48 | 0 | 61 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 103 | 103 | 0 | 0 | 0 |