N13-E24 CONNECTOR over BROADWAY
Map
Coordinates:
+37.84785, -122.2269437°50'52" N, 122°13'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N13-E24 CONNECTOR over BROADWAY |
Structure number: | 33 0377G |
Location: | 04-ALA-013-R9.57-OAK |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 107.9 ft. [32.9 m] |
Total length: | 241.2 ft. [73.5 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
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: | 3 |
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: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 40,000 [as of 2009] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 66.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Good | Fair | Fair | 40000 | 66.7 |
March 2015 | Fair | Good | Fair | Good | 40000 | 66.7 |
February 2013 | Good | Good | Good | Good | 40000 | 82.5 |
March 2011 | Fair | Satisfactory | Fair | Good | 40000 | 71.5 |
March 2009 | Fair | Satisfactory | Fair | Good | 13700 | 71.5 |
March 2007 | Poor | Serious | Satisfactory | Good | 13700 | 77.5 |
March 2005 | Poor | Serious | Satisfactory | Good | 13700 | 77.5 |
August 2003 | Poor | Serious | Satisfactory | Good | 13700 | 77.5 |
July 2001 | Poor | Serious | Satisfactory | Good | 13700 | 78.5 |
May 2000 | Poor | Serious | Good | Good | 13700 | 78.5 |
July 1999 | Poor | Serious | Good | Good | 13700 | 78.5 |
July 1998 | Fair | Satisfactory | Good | Good | 13700 | 83.5 |
May 1995 | Good | Good | Good | Very Good | 13700 | 83.5 |
June 1993 | Good | Good | Good | Very Good | 14400 | 84.5 |
April 1990 | Good | Good | Good | Very Good | 14400 | 83.5 |
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. | 73 | 48 | 25 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 630 | 630 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 580 | 580 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 26 | 18 | 8 | 0 | 0 |
Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 8 | 8 | 0 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 1 | 1 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 171 | 0 | 171 | 0 | 0 |