CRENSHAW BLVD over INTERSTATE 10
Map
Coordinates:
+34.03539, -118.3337434°02'07" N, 118°20'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CRENSHAW BLVD over INTERSTATE 10 |
Structure number: | 53 1571 |
Location: | 07-LA-010-R11.39-LA |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 82.0 ft. [25.0 m] |
Total length: | 248.0 ft. [75.6 m] |
Roadway width between curbs: | 84.3 ft. [25.7 m] |
Deck width edge-to-edge: | 102.0 ft. [31.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 28° |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
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: September 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 52,287 [as of 2004] |
Truck traffic: | 2% 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 replacement [2] |
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: | 68.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $3,948,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2016 | Good | Good | Good | Good | 52287 | 68.3 |
September 2014 | Good | Very Good | Very Good | Very Good | 52287 | 68.3 |
September 2012 | Fair | Fair | Good | Good | 52287 | 67.2 |
September 2010 | Fair | Fair | Good | Good | 52287 | 67.2 |
September 2008 | Fair | Fair | Good | Good | 52287 | 67.2 |
September 2006 | Fair | Fair | Good | Good | 52287 | 67.2 |
November 2004 | Fair | Fair | Good | Good | 52287 | 67.2 |
November 2002 | Fair | Fair | Good | Good | 52287 | 67.2 |
May 2001 | Fair | Fair | Good | Good | 52287 | 0.0 |
September 2000 | Fair | Fair | Good | Good | 52287 | 67.2 |
December 1993 | Good | Good | Good | Good | 52287 | 70.5 |
December 1991 | Good | Very Good | Very Good | Very Good | 52287 | 69.6 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 76 | 76 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,351 | 2,351 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,351 | 2,351 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 72 | 72 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 36 | 36 | 0 | 0 | 0 |
Compression Joint | linear ft. | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 176 | 175 | 1 | 0 | 0 |