MANNING AV-E10 ON over INTERSTATE 10
Map
Coordinates:
+34.03022, -118.4055634°01'49" N, 118°24'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MANNING AV-E10 ON over INTERSTATE 10 |
Structure number: | 53 1553S |
Location: | 07-LA-010-R7.08-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 103.0 ft. [31.4 m] |
Total length: | 309.4 ft. [94.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
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: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,800 [as of 2012] |
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: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 68.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 8800 | 68.8 |
August 2016 | Good | Good | Good | Good | 8800 | 71.8 |
August 2014 | Good | Very Good | Very Good | Very Good | 8800 | 73.9 |
August 2012 | Fair | Fair | Satisfactory | Good | 8800 | 70.8 |
August 2010 | Fair | Fair | Good | Good | 8800 | 70.8 |
August 2008 | Fair | Satisfactory | Good | Good | 8800 | 71.8 |
August 2006 | Fair | Satisfactory | Good | Good | 8800 | 71.8 |
November 2004 | Good | Good | Good | Good | 8800 | 71.8 |
October 2002 | Good | Good | Good | Good | 8000 | 71.9 |
April 2001 | Good | Good | Good | Good | 8000 | 71.9 |
July 1997 | Good | Good | Good | Good | 8000 | 71.9 |
December 1993 | Good | Very Good | Very Good | Very Good | 7500 | 74.2 |
October 1991 | Good | Very Good | Very Good | Very Good | 7500 | 74.2 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 95 | 84 | 11 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 978 | 978 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 978 | 978 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 44 | 44 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 22 | 22 | 0 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 190 | 189 | 1 | 0 | 0 |