FOURTH ST over LORENA ST & BERNAL AVE
Map
Coordinates:
+34.03452, -118.1983634°02'04" N, 118°11'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FOURTH ST over LORENA ST & BERNAL AVE |
Structure number: | 53C0331 |
Location: | AT LORENA ST |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 88.9 ft. [27.1 m] |
Total length: | 390.1 ft. [118.9 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 70.9 ft. [21.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1928 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 17,480 [as of 2008] |
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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 80.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $4,277,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 17480 | 80.8 |
June 2015 | Good | Good | Good | Very Good | 17480 | 80.8 |
June 2013 | Fair | Satisfactory | Satisfactory | Fair | 17480 | 69.5 |
June 2011 | Fair | Satisfactory | Satisfactory | Fair | 17480 | 69.5 |
July 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 21600 | 80.4 |
January 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 21600 | 80.4 |
April 2005 | Fair | Good | Satisfactory | Satisfactory | 21600 | 80.4 |
September 2000 | Good | Good | Very Good | Very Good | 21600 | 80.7 |
August 1998 | Good | Good | Good | Good | 21600 | 80.7 |
October 1996 | Fair | Satisfactory | Good | Good | 21600 | 80.7 |
May 1996 | Fair | Satisfactory | Good | Good | 21600 | 80.7 |
March 1994 | Fair | Good | Satisfactory | Good | 21600 | 81.0 |
February 1992 | Fair | Good | Satisfactory | Good | 21600 | 81.0 |
March 1990 | Fair | Good | Satisfactory | Good | 21600 | 81.0 |
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 Girder/Beam | linear ft. | 569 | 512 | 57 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,033 | 1,833 | 200 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,033 | 1,733 | 300 | 0 | 0 |
Superstructure |
Reinforced Concrete Arch | linear ft. | 324 | 324 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 108 | 108 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 44 | 40 | 4 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 584 | 584 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 176 | 176 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 38 | 38 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4 | 4 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 302 | 292 | 10 | 0 | 0 |