STATE ROUTE 24 WB over 52ND STREET
Map
Coordinates:
+37.83740, -122.2655537°50'15" N, 122°15'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 24 WB over 52ND STREET |
Structure number: | 33 0416L |
Location: | 04-ALA-024-R2.77-OAK |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 111.9 ft. [34.1 m] |
Total length: | 282.2 ft. [86.0 m] |
Roadway width between curbs: | 66.9 ft. [20.4 m] |
Deck width edge-to-edge: | 68.9 ft. [21.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
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 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 75,500 [as of 2009] |
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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Good | Good | 75500 | 88.6 |
January 2016 | Good | Very Good | Good | Very Good | 75500 | 88.6 |
January 2014 | Good | Good | Good | Good | 75500 | 88.6 |
January 2012 | Good | Good | Good | Good | 75500 | 90.8 |
February 2010 | Good | Good | Good | Good | 70500 | 91.2 |
January 2008 | Good | Good | Good | Good | 70500 | 91.2 |
January 2006 | Good | Good | Good | Good | 70500 | 91.2 |
January 2004 | Good | Good | Good | Good | 62650 | 92.0 |
November 2001 | Poor | Poor | Good | Good | 62650 | 88.8 |
May 2000 | Poor | Poor | Good | Good | 62650 | 89.8 |
December 1997 | Fair | Fair | Good | Good | 62650 | 92.0 |
September 1996 | Good | Good | Good | Good | 59500 | 91.4 |
December 1993 | Good | Good | Good | Good | 55650 | 92.8 |
September 1991 | Good | Good | Good | Good | 55650 | 92.8 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 86 | 75 | 10 | 1 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,810 | 1,770 | 40 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,754 | 1,754 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 61 | 61 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 86 | 86 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 86 | 86 | 0 | 0 | 0 |