Alameda Corridor North

Overview

The North-End Project Area begins where cargo trains emerge from the Mid-Corridor Trench at the Union Pacific J-Yard and Santa Fe Avenue in the City of Los Angeles near the border of City of Vernon, and continues eastward toward the transcontinental rail hubs (BNSF Hobart and UP East LA).

The Alameda Corridor reduces delays for all types of traffic by constructing grade separations, overpasses, underpasses and bridges so trains and public and private vehicular traffic can travel unimpeded. The north area experiences heavy rail cargo traffic, truck traffic and passenger rail traffic because of the juxtaposition of massive freight rail yards, industrial businesses and the Amtrak and Metrolink services from nearby Union Station.

Project descriptions can be found below.  A map depicting the various North End projects can also be viewed here.

Historical Note

The North-End Project area is situated in a very old section of the City of Los Angeles. Washington Boulevard was the center of Los Angeles until the 1930’s. As a result, during construction various shards of pottery, glass, and ceramic artifacts were discovered as grading of the area was performed. These artifacts were catalogued and kept for preservation.

The Redondo Junction Railroad Tower was built in 1906 and served the Los Angeles area until 2001. The Tower was staffed 24 hours a day, seven days a week for 95 years.  The purpose of the Tower was to oversee the safe crossing of train and passenger traffic at the Redondo Junction where railroad lines crossed over each other. Operators inside the Redondo Tower performed signal and switching operations mainly through the use of a circa 1906 electric interlocking machine known as an “Interlocker”. The interlocker is a type of hand-operated signal and switching device. The Redondo Tower was the last wooden signal tower in California until it was lost to a fire in 2017.

The original Interlocker Machine survived and can be viewed at the Orange Empire Railway Museum in Perris, California.

Projects

LA River Bridge

Los Angeles River Bridge

The Los Angeles River Bridge was the first major construction project of the Alameda Corridor.  The bridge is located north of Washington Boulevard, east of downtown Los Angeles.  The existing single-track bridge built in 1905 was replaced with a modern, 300-foot, triple-track railroad bridge.

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There were two major challenges faced in the project’s engineering and construction. The first was the need to build the new structure in two phases, so that trains could continue travelling across the existing bridge while the first half of the new bridge was built. After the first half was completed, trains were switched to the new bridge in June 1998. The old bridge was then demolished, and the second half of the new bridge was constructed.

The second challenge was construction of the bridge foundations within the riverbed. Foundation construction for both halves of the bridge had to be completed simultaneously within one six-month dry season in order to maintain the schedule. If that deadline was missed, foundation work could not resume for another six months, resulting in a delay to the overall completion of this project. The schedule was achieved and the bridge was finished on-time.

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Benefits

  • The new bridge reduces bottlenecks and delays.

Construction Period

April 1997 to October 1998

Cost

$6,588,738

Project Team

Designers: Frederic R. Harris
Contractor: Kiewit Pacific
CM: Delon Hampton & Associates

Redondo Junction

Redondo Junction Grade Separation

Stretching for more than half a mile, the Redondo Junction Grade Separation separates passenger rail lines from cargo rail lines by elevating Metrolink and Amtrak trains over Soto Street, over the BNSF rail lines, over the Los Angeles River, over Washington Boulevard, and over the Alameda Corridor.

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Challenges were many, including the construction of temporary detour tracks around the work site to clear the area for construction while maintaining rail operations. These detours had to be reconstructed as bridge construction phases dictated. This required extensive coordination with the railroad who performed the detour track construction with their own labor forces. Numerous local roadway outages were also required to lift the heavy steel members into position.  Foundations consisted of drilled piles, some as much as 13′ in diameter, using unique equipment.

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Benefits

  • Completely separates passenger rail, cargo rail and street traffic.
  • Allows increase in average passenger train speeds to 45 mph from 15 mph, shortening commuting times by a minimum of 3-4 minutes.
  • Eliminates need for cargo trains to wait for passenger trains.
  • Reduces congestion and prevents delays for street traffic heading in and out of downtown Los Angeles.

Construction Period

July 1999 to July 2001

Cost

$46,208,458

Project Team

Designers:  HDR & Frederic R. Harris
Contractor:  Shimmick/Obayashi, JV
CM:  Lim and Nascimento Engineering

Washington-Blvd-Santa-Fe

Washington Boulevard / Santa Fe Avenue Grade Separation

The project lowered Washington Boulevard, a major roadway for public transit, commercial vehicles and private vehicles to create an underpass separating vehicle and pedestrian traffic from rail traffic on the Corridor. The project also realigned an existing rail bridge to east of the new underpass. A new Santa Fe Avenue bridge that spans over the Alameda Corridor tracks was added between 25th Street and 15th Street in Los Angeles.  The project also increased storm-drain capacity and relocated culverts.

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The greatest challenge for the project was to accomplish the construction while maintaining both railroad and vehicular traffic through the area. The challenge was made even greater because construction in the Mid-Corridor Trench was also going to begin along Alameda Street, which would increase traffic on Santa Fe Avenue, the alternate north-south route. With the approval of local agencies elaborate detours were devised, that in the end were highly successful.

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Benefits

  • Improves the flow of vehicle traffic.
  • Significantly reduces congestion on surface streets.

Construction Period

May 1999 to July 2001

Cost

$39,064,281

Project Team

Designers:  ASL Consulting Engineers, URS Greiner Woodward Clyde & AKM Consulting Engineers
Contractor:  Steve P. Rados
CM:  Carter & Burgess

Soto Street UPRR

Soto Street UPRR Bridge Replacement

The UPRR mainline track connects with the Alameda Corridor just west of Soto Street in Los Angeles. A single- track steel throughgirder bridge existed at this location over Soto Street. To handle projected train volumes, a two-track connection replaced the single-track connection, requiring an entire new two-track bridge. Additionally, the alignment was pushed south to reduce track curvature and increase train speed.

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Project elements include bridge demolition, track realignment, bridge construction and signal improvements that included removal of the old signal system and construction of a new cantilever signal bridge and grade crossing protection at Perrino Place.

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Benefits

  • New two-track Bridge.
  • Increased train speed.
  • Extensive rebuilding of grade crossing at Perrino Place.

Construction Period

October 2000 to January 2002

Cost

$8,968,430

Project Team

Designers:  ASL Consulting Engineers, URS Greiner Woodward Clyde & AKM Consulting Engineers
Contractor:  Steve P. Rados
CM:  Carter & Burgess

LA County Box Culvert & Minerva Street Improvements

LA County Box Culvert & Minerva Street Improvements

Construction of the Washington Boulevard/Santa Fe Avenue Project was going to require a prolonged temporary closure of Washington Boulevard. Traffic would have to be routed to surrounding streets. Minerva Street would be one of those streets, but it was in major disrepair. This project upgraded the Minerva Street roadway and adjacent grade crossing protection. It included construction of curbs, gutters and sidewalks to promote traffic flow and eliminated storage use on the street.

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This project also included the relocation of a portion of an existing drainage box culvert that was critical for track construction. It had to be finished during the dry season in order for the Washington Boulevard/Santa Fe Avenue Project to remain on schedule. A major challenge was extending the protection of a Metropolitan Water District waterline that had previously been thought to be protected.

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Benefits

  • Improves traffic flow.
  • Upgrades Minerva Street, including new curbs, gutters and sidewalks.

Construction Period

February 1999 to February 2000

Cost

$1,645,782

Project Team

Designers:  AKM
Contractor:  W.A. Rasic Construction
CM:  CBM Consulting

Downey Road Bridge Widening & Civil Improvements

Downey Road Bridge Widening & Civil Improvements

The Downey Road Bridge is located adjacent to the BNSF mainline tracks that connect to the Alameda Corridor. The BNSF mainline tracks carry Amtrak and Metrolink passenger trains as well as BNSF freight trains. The bridge was designed to carry four tracks. However, in order to handle the projected Corridor traffic and provide the necessary interface with BNSF’s Hobart Yard, the bridge had to be widened for an additional track. In addition, the railroad right-of-way to either side of the bridge had to be modified for the new track arrangement.

Benefits

  • Widened bridge
  • Seismically retrofitted existing bridge structure.
  • Roadway and draining improvements at rail crossings, fencing and draining improvements in the railroad right-of-way.

Construction Period

April 2000 to January 2002

Cost

$4,879,361

Project Team

Designers:  Frederic R. Harris
Contractor:  Beador Construction
CM:  Lim and Nascimento Engineering

North-End Railroad Connector Projects

North-End Railroad Connector Projects

Each of the three Alameda Corridor Construction Projects had its own unique construction and engineering challenges. On the North-End, one of those challenges was connecting existing railroad tracks to newly created tracks. The three North-End Connector projects were the solution. Each of these projects required extensive engineering to properly connect tracks and ensure the connections were seamless at the proper elevations, grade, curvature and imbalance, while also meeting all ACTA and Class I track design standards.

UPRR Connector West of LA River

This section of the UPRR connector provided the necessary railroad track link into the trench portal.

Project Team

Designers: Alameda Corridor Engineering Team
Contractor:  Steve P. Rados
CM: Carter Burgess

BNSF Connector East of LA River

New track was built to connect the BNSF Hobart Yard to the newly built Alameda Corridor.

Project Team

Designers: Frederic R. Harris
Contractor:  D.W. Powell
CM:  CBM

BNSF Connector West of LA River

This consisted of new track, signals and communications systems that are tied to the rest of the newly built Alameda Corridor track system.

Project Team

Designers: Alameda Corridor Engineering Team
Contractor: Shimmick/Obayashi
CM: Carter Burgess