INTERSTATE 905 WB over INTERSTATE 5
Map
Coordinates:
+32.56514, -117.0738832°33'55" N, 117°04'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 905 WB over INTERSTATE 5 |
Structure number: | 57 0784L |
Location: | 11-SD-905-3.17L-SD |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 165.0 ft. [50.3 m] |
Total length: | 289.1 ft. [88.1 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 4° |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
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: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,500 [as of 2010] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 99.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2016 | Good | Good | Very Good | Very Good | 9500 | 99.1 |
April 2014 | Good | Good | Very Good | Good | 9500 | 99.1 |
May 2012 | Good | Good | Very Good | Good | 9500 | 99.1 |
September 2010 | Good | Good | Very Good | Good | 9500 | 99.1 |
May 2008 | Good | Good | Very Good | Good | 9500 | 99.1 |
June 2006 | Good | Good | Very Good | Good | 9500 | 99.1 |
April 2004 | Good | Good | Very Good | Good | 9500 | 99.1 |
May 2002 | Good | Good | Very Good | Good | 17200 | 98.4 |
July 2000 | Good | Good | Very Good | Good | 17200 | 92.3 |
June 1998 | Good | Good | Very Good | Good | 17200 | 92.3 |
May 1996 | Good | Very Good | Very Good | Very Good | 8400 | 99.4 |
May 1994 | Good | Very Good | Very Good | Very Good | 8400 | 99.4 |
August 1992 | Good | Very Good | Very Good | Very Good | 8400 | 99.4 |
April 1989 | Good | Very Good | Very Good | Very Good | 8400 | 99.4 |
Element Data
Source: National Bridge Elements dataset, 2018 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. | 88 | 87 | 0 | 1 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,130 | 630 | 500 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 26 | 26 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 198 | 198 | 0 | 0 | 0 |