S5-E118 CONNECTOR over ROUTES 5 & 118, & CONNS
Map
Coordinates:
+34.26631, -118.4424534°15'59" N, 118°26'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S5-E118 CONNECTOR over ROUTES 5 & 118, & CONNS |
Structure number: | 53 2330F |
Location: | 07-LA-005-39.36-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 191.9 ft. [58.5 m] |
Total length: | 1138.2 ft. [346.9 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Vertical clearance above deck: | 17.4 ft. [5.3 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
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: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,800 [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: | 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: | 92.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 2800 | 92.9 |
February 2015 | Good | Very Good | Very Good | Very Good | 2800 | 92.9 |
February 2013 | Good | Good | Very Good | Good | 2800 | 92.9 |
February 2011 | Good | Good | Very Good | Good | 2800 | 92.9 |
February 2009 | Good | Good | Very Good | Good | 2800 | 92.9 |
March 2007 | Good | Good | Very Good | Good | 2800 | 92.9 |
March 2005 | Good | Good | Very Good | Good | 2800 | 92.9 |
April 2003 | Good | Good | Very Good | Good | 2800 | 92.9 |
May 2001 | Good | Good | Very Good | Good | 2800 | 92.9 |
April 1999 | Good | Good | Very Good | Good | 2800 | 92.9 |
April 1997 | Good | Good | Very Good | Good | 2800 | 92.9 |
September 1995 | Good | Very Good | Very Good | Very Good | 17001 | 87.3 |
April 1993 | Good | Very Good | Very Good | Very Good | 17001 | 87.3 |
September 1991 | Good | Very Good | Very Good | Very Good | 17001 | 87.3 |
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. | 188 | 188 | 0 | 0 | 0 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 159 | 159 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,860 | 2,709 | 141 | 10 | 0 |
Substructure |
Reinforced Concrete Column | each | 7 | 7 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 23 | 23 | 0 | 0 | 0 |
Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 4 | 1 | 2 | 1 | 0 |
Compression Joint | linear ft. | 17 | 17 | 0 | 0 | 0 |
Assembly with Seal | each | 9 | 9 | 0 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 3 | 3 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 694 | 694 | 0 | 0 | 0 |