S47-GAFFEY OFF RMP over STATE ROUTE 110
Map
Coordinates:
+33.74860, -118.2912033°44'55" N, 118°17'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S47-GAFFEY OFF RMP over STATE ROUTE 110 |
Structure number: | 53 1945F |
Location: | 07-LA-047-L0.22-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 157.8 ft. [48.1 m] |
Total length: | 274.9 ft. [83.8 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 39.0 ft. [11.9 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 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: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
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: | 4,900 [as of 1998] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Good | Good | 4900 | 98.5 |
January 2016 | Good | Good | Very Good | Very Good | 4900 | 98.5 |
January 2014 | Fair | Fair | Very Good | Good | 4900 | 97.5 |
January 2012 | Fair | Satisfactory | Very Good | Good | 4900 | 98.5 |
January 2010 | Fair | Satisfactory | Very Good | Good | 4900 | 98.5 |
January 2008 | Fair | Satisfactory | Very Good | Good | 4900 | 98.5 |
March 2006 | Fair | Satisfactory | Very Good | Good | 4900 | 98.5 |
February 2004 | Fair | Satisfactory | Very Good | Good | 4900 | 98.5 |
July 2002 | Fair | Satisfactory | Very Good | Good | 4900 | 98.5 |
May 2001 | Fair | Satisfactory | Very Good | Good | 4900 | 98.5 |
September 1997 | Good | Good | Very Good | Good | 4900 | 98.5 |
April 1994 | Good | Very Good | Very Good | Very Good | 4900 | 98.6 |
February 1992 | Good | Very Good | Very Good | Very Good | 4900 | 98.6 |
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. | 84 | 83 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 996 | 996 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 945 | 945 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 24 | 24 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 7 | 7 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 168 | 162 | 6 | 0 | 0 |