STATE ROUTE 99 over BROADWAY
Map
Coordinates:
+38.55648, -121.4741338°33'23" N, 121°28'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 99 over BROADWAY |
Structure number: | 24 0158 |
Location: | 03-SAC-099-24.19-SAC |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 103.0 ft. [31.4 m] |
Total length: | 191.9 ft. [58.5 m] |
Roadway width between curbs: | 149.6 ft. [45.6 m] |
Deck width edge-to-edge: | 152.9 ft. [46.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 9° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Year reconstructed: | 1967 |
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: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 193,000 [as of 2009] |
Truck traffic: | 5% 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: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 193000 | 85.0 |
February 2016 | Good | Good | Very Good | Good | 193000 | 85.0 |
February 2014 | Good | Good | Very Good | Good | 193000 | 85.0 |
February 2012 | Fair | Satisfactory | Very Good | Good | 193000 | 85.0 |
April 2010 | Fair | Satisfactory | Very Good | Good | 205000 | 85.0 |
December 2008 | Fair | Satisfactory | Very Good | Good | 205000 | 85.0 |
May 2006 | Poor | Poor | Very Good | Good | 205000 | 82.0 |
February 2004 | Fair | Fair | Very Good | Good | 156700 | 84.1 |
February 2002 | Fair | Satisfactory | Very Good | Good | 156700 | 85.3 |
July 1998 | Good | Good | Very Good | Good | 156700 | 85.3 |
November 1996 | Good | Good | Very Good | Good | 156700 | 85.3 |
August 1994 | Good | Good | Good | Good | 154600 | 86.4 |
November 1992 | Good | Good | Good | Good | 171200 | 85.2 |
March 1990 | Good | Good | Good | Good | 171200 | 85.2 |
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. | 59 | 59 | 0 | 0 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 59 | 59 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,220 | 1,220 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,194 | 1,194 | 0 | 0 | 0 |
Reinforced Concrete Top Flange | sq. ft. | 1,505 | 1,505 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,430 | 1,430 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 14 | 14 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 24 | 24 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 106 | 106 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 139 | 139 | 0 | 0 | 0 |
Compression Joint | linear ft. | 93 | 93 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 59 | 59 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 118 | 118 | 0 | 0 | 0 |