NORTH SPRING ST over LOS ANGELES RIVER, UP RR
Map
Coordinates:
+34.07006, -118.2258634°04'12" N, 118°13'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NORTH SPRING ST over LOS ANGELES RIVER, UP RR |
Structure number: | 53C0859 |
Location: | 0.4 MI WEST OF I-5 |
Purpose: | Carries highway and pedestrian walkway over railroad and waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 146.0 ft. [44.5 m] |
Total length: | 682.1 ft. [207.9 m] |
Roadway width between curbs: | 39.7 ft. [12.1 m] |
Deck width edge-to-edge: | 48.9 ft. [14.9 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 24° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1928 |
Year reconstructed: | 1939 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,808 [as of 2010] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 61.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $5,216,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Fair | Good | 18808 | 61.1 |
June 2015 | Fair | Satisfactory | Good | Good | 18808 | 73.7 |
June 2013 | Fair | Satisfactory | Fair | Good | 18808 | 62.2 |
June 2011 | Fair | Satisfactory | Fair | Good | 18808 | 62.2 |
July 2009 | Fair | Satisfactory | Good | Good | 20000 | 73.5 |
April 2007 | Fair | Satisfactory | Good | Good | 20000 | 73.5 |
April 2005 | Good | Good | Good | Good | 20000 | 73.5 |
December 2001 | Good | Good | Good | Good | 14700 | 74.2 |
June 1998 | Good | Good | Good | Good | 14700 | 74.2 |
January 1995 | Good | Good | Good | Good | 14700 | 74.2 |
January 1993 | Fair | Satisfactory | Satisfactory | Good | 14700 | 74.5 |
December 1990 | Fair | Satisfactory | Satisfactory | Good | 14700 | 74.5 |
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. | 54 | 32 | 22 | 0 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 1,325 | 825 | 500 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,515 | 0 | 2,515 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,515 | 0 | 2,000 | 515 | 0 |
Superstructure |
Reinforced Concrete Arch | linear ft. | 177 | 100 | 77 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 32 | 32 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 131 | 110 | 21 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 33 | 25 | 8 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 262 | 255 | 2 | 5 | 0 |
Joints |
Assembly with Seal | each | 164 | 164 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 563 | 563 | 0 | 0 | 0 |