W8-N15 CONNECTOR over FAIRMOUNT AVE-W8 ON-RAMP
Map
Coordinates:
+32.77938, -117.1102632°46'46" N, 117°06'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | W8-N15 CONNECTOR over FAIRMOUNT AVE-W8 ON-RAMP |
Structure number: | 57 0887F |
Location: | 11-SD-008-5.79-SD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 149.9 ft. [45.7 m] |
Total length: | 151.9 ft. [46.3 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 52° |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 23,100 [as of 2009] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 91.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2016 | Good | Good | Very Good | Good | 23100 | 91.4 |
April 2014 | Fair | Satisfactory | Very Good | Good | 23100 | 90.4 |
April 2012 | Fair | Satisfactory | Very Good | Good | 23100 | 91.4 |
June 2010 | Fair | Satisfactory | Very Good | Good | 26400 | 90.4 |
May 2008 | Fair | Satisfactory | Very Good | Good | 26400 | 90.4 |
April 2006 | Fair | Satisfactory | Very Good | Good | 26400 | 90.4 |
June 2004 | Fair | Satisfactory | Very Good | Good | 27000 | 90.2 |
September 2002 | Good | Good | Very Good | Good | 27000 | 88.2 |
September 2000 | Good | Good | Very Good | Good | 27000 | 88.2 |
June 1998 | Good | Good | Very Good | Good | 27000 | 88.2 |
July 1996 | Good | Very Good | Very Good | Very Good | 27000 | 89.7 |
October 1994 | Good | Very Good | Very Good | Very Good | 13000 | 94.0 |
September 1992 | Good | Very Good | Very Good | Very Good | 13000 | 94.0 |
December 1991 | Good | Good | Good | Excellent | 13000 | 94.0 |
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. | 46 | 46 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 592 | 557 | 35 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 41 | 37 | 4 | 0 | 0 |
Steel Pile | each | 72 | 72 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 18 | 17 | 1 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 92 | 92 | 0 | 0 | 0 |