• PATCO Way Interlocking and Subway Structure Rehabilitation

    PATCO Way Interlocking and Subway Structure Rehabilitation
    Railroad Tracks

    PATCO Way Interlocking and Subway Structure Rehabilitation

    Location: CAMDEN, NJ

    PROJECT HIGHLIGHTS / SCOPE OF WORK

    • Rehabilitation of the 3,800 ft. double-tracked Camden Subway tunnel.

    • Removal of existing and replacement of a brand new double crossover.
    • Replacement of the concrete encased steel channel support structure and termite welding.
    • Improvements to signal circuitry.
    • Structural steel repairs.
    • 9,500 SF of concrete spalling and surface breakout was identified and repaired.
    • 2,200LF of concrete crack injection.

    CHALLENGES

    • Working in a tunnel presented multiple challenges in both logistical approach and maintaining the safety of the crew and public.
    • Outage preparations
    • Equipment mobilization
    • Air quality control measures

    PROJECT DESCRIPTION

    Railroad Construction Company, Inc. (RCC) rehabilitated the 3,800 ft. double-tracked Camden Subway tunnel.

    Outage preparations and equipment mobilizations occurred from a tightly-bound, single-track maintenance yard at one of the tunnel portals. RCC constructed a temporary access crossing at the opposite portal to better facilitate manpower and certain material mobilizations, including concrete deliveries.

    With revenue train operations always maintained, the existing double-crossover at Way Interlocking was removed and replaced with a brand new installation, including replacement of the concrete-encased steel channel support structure, thermite welding and improvements to signal circuitry.

    Over 9,500 SF of concrete spalling and surface breakout throughout the tunnel was identified and repaired, as well as 2,200 LF of concrete crack injection.

    Structural steel repairs were completed, including the shoring, demolition and full replacement of multiple columns, and welding of reinforcing steel onto columns and overhead beams.

    Lead paint abatement was conducted on structural members totaling 17,800 SF followed by the cleaning, priming and re-painting of those surfaces.

    All work was completed in an enclosed environment, accessible to the public via two stations, necessitating strict air quality control measures and special consideration of mobility restrictions for the public and work crews in an already confined work space.

    Despite all of these challenges and limitations, RCC completed the full project scope on-time and within budget, earning this job a Railway Track & Structures (RT&S) Top 2022 Project Award! Check out the Rail Group On Air Podcast interview

    PATCO Press Release

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  • New Grasselli Access Road

    New Grasselli Access Road
    Birds eye view of Linden Bridge track in progress

    New Grasselli Access Road

    Location: LINDEN, NJ

    PROJECT DESCRIPTION

    The New Grasselli Access Road is a 498 ft., four span continuous, horizontally and vertically curved steel girder bridge with concrete structural deck, approaches and appurtenances; sidewalks, parapets and barriers. The bridge is supported on three concrete hammerhead piers and concrete gravity abutments. The hammerhead piers are founded on concrete drilled shafts, placed via tremie concrete methods. An additional aspect of the project is a 1,100 ft. elevated roadway on a Mechanically Stabilized Earth (MSE) embankment, which is supported with the use of precast MSE wall panels. The MSE wall is capped with precast barrier pieces, which are integrally connected with a cast-in-place concrete moment slab. The Grasselli Bridge carries two lanes and a sidewalk over one road and one active Conrail spur line, serving as the main entrance and providing unimpeded access to the Linden Logistics Center.

    The bridge is on a steep grade which presented challenges during structural deck concrete placement. The bridge deck was placed on stay-in-place forms over horizontally curved girders requiring specialized coordination for reinforcement installation and placement. Due to the continuity of the structure, the concrete bridge deck was poured in seven alternating sections over two separate days with approximately 385 CY and 268 CY poured each day. The staged pour sequence allowed the bridge structure to deflect, isolating negative tension zones over the piers, and reducing the potential for bridge deck cracking.

    The New Grasselli Access Road received the Merit Award – Short Span Bridge, sponsored by the New Jersey Concrete and Aggregate Association and The New Jersey Chapter of the American Concrete Institute and recognized at the 57th Annual New Jersey Concrete Awards Event.

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  • MTA Capital Construction Harold Trackwork Part 3

    MTA Capital Construction Harold Trackwork Part 3
    Red railroad construction company machinery with city building view in the background

    MTA Capital Construction Harold Trackwork Part 3

    Location: LONG ISLAND CITY, NY

    PROJECT HIGHLIGHTS / SCOPE OF WORK

    • Installation of the largest turnouts by any contractor in North America.
    • Work performed in the busiest interlocking in the country.

    CHALLENGES

    • Coordination with LIRR, Amtrak and New Jersey Transit.
    • Working 24/7 during track outages to meet the schedule.


    PROJECT DESCRIPTION

    Harold Interlocking, located in Long Island City, NY, is the busiest rail junction in the nation, serving Amtrak and Long Island Rail Road trains. This contract, CH057D, provided infrastructure improvements to alleviate congestion and improve safety.

    Over 4,000′ of existing track was removed and the site was excavated. New track bed was installed and 7,000′ of new track on concrete ties was constructed. Ten new turnouts were added, size No. 20 up to No. 26.5 and site work and drainage improvements were also included. Majority of the work was performed during three continuous outages, 37 days, 16 days and 9 days, working 24 hours around the clock. Adjacent tracks stayed in operation during the project to minimize interruptions.

    More than 700 LIRR and Amtrak cars are moved through this interlocking daily at speeds up to 60 mph, making planning and preparation for the outages of the utmost importance for scheduling impacts and personnel safety.

    This project was completed on time and on budget.

    Video Source: http://www.amodernli.com

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  • Meadowlands Tri-Venture (Transit Track)

    Meadowlands Tri-Venture (Transit Track)

    Meadowlands Tri-Venture (Transit Track)

    Location: SECAUCUS, NJ

    PROJECT HIGHLIGHTS / SCOPE OF WORK

    • Constructed major transportation system serving MetLife Stadium and Meadowlands Complex
    • Installed and commissioned communications and signal systems including two new interlockings
    • Constructed 24,000 TF of ballasted track on concrete ties, four No. 15 concrete-tie crossovers and five concrete-tie turnouts
    • Installed 2,000 LF of pile-supported, precast viaduct structures
    • Constructed new two-story rail station

    PROJECT DESCRIPTION

    Three of New Jersey’s premier general contractors (J. Fletcher Creamer & Son, Inc., Joseph M. Sanzari, Inc. and Railroad Construction Co., Inc.) joined together to form a tri-venture, Creamer-Sanzari-Railroad-A Tri-Venture, tasked with constructing a major new transportation hub serving MetLife Stadium and the Meadowlands Sports and Entertainment Complex. This hub created direct access to the Complex from all major railways in New Jersey and New York.

    Across a span of two miles an all new railroad system was constructed connecting the Meadowlands station to the existing NJ Transit rail line. This system included over five miles of new track, 13 new concrete-tie turnouts, all required wayside signaling and grade crossing protection. Because the extension crosses Berry’s Creek, 3,500 FT of elevated structure was required, supported by over 1,000 pipe piles. The balance of the extension was built on surcharged fill.

    A new two-story train station was constructed with access to two platforms and three tracks. This station can accommodate up to 10,000 riders per hour allowing for the easy flow of foot traffic to and from the Complex. This modern facility now makes mass transit an attractive alternative for traveling to and from sporting events, concerts and attractions at the Meadowlands.

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  • Hicksville Station & North Track Siding Improvements

    Hicksville Station & North Track Siding Improvements
    Hicksville Train Station platform with Hicksville sign

    Hicksville Station & North Track Siding Improvements

    Location: HICKSVILLE, NY

    PROJECT HIGHLIGHTS / SCOPE OF WORK

    • Redesign of a 2,000 LF precast / concrete overlay platform to a CIP platform replacement operation to decrease project duration

    • Installation of a 2,000 LF drilled caisson precast H beam & lagging retaining wall
    • Removal and replacement of 2,000 LF of Platform Canopy
    • Installation of new elevators and escalators

    CHALLENGES

    • Coordination/scheduling with station activities and construction operations
    • Weekend removal and replacement of active platform sections, avoiding disruption to weekday commuter activity
    • Platform was accessed using high rail equipment and street level cranes
    • Drilling pipe piles on the platform between tracks for new stairwell installation
    • Scheduling manpower, subcontractors and vendors to meet the fast pace project demands with working days, nights and twenty-four hour weekend shifts
    • Replacement of 300 LF of platform, an existing Bridge deck over New Bridge Road

    PROJECT DESCRIPTION

    Since September 2016, Railroad Construction Company, Inc. and joint venture partner, Citnalta Construction Co. have nearly completed the modernization of the 55-year-old Long Island Rail Road (LIRR) Hicksville Train Station.

    Hicksville Station is the third busiest LIRR station – topped only by Penn and Jamaica – and it’s a key transfer point for customers on the Port Jefferson and Ronkonkoma branches.

    The Station portion of this project consists of a full platform replacement, substructure rehabilitation, upgraded electrical service, lead & asbestos abatement, and installation of new elevators, escalators, street to platform aluminum stairs, platform level waiting rooms, translucent canopy roof system and drainage, lighting and signage. The goal is to bring the platform to a State of Good Repair, ensure ADA-compliant accessibility, enhance passenger and employee safety, and provide LIRR passengers with an improved station environment.

    The summer of 2017 began phase two of the three phase north platform closure. One-thousand linear feet of platform was demolished and reconstructed. Renovations included heated glass-enclosed waiting rooms, canopied rooves and signage. The existing escalators were widened and two new elevators and staircases were added, all ADA compliant. Radiant heat tubing was installed throughout the platform for the future addition of an automatic snow melt system. The contract also included removal of lead and asbestos materials and lead paint abatement. Aesthetic improvements have made the new station one of the most attractive in New York. On September 5, 2017, the North platform reopened to the public.

    The North Track Siding portion includes extensive improvements including a new pre-wired signal hut and case, new switches and construction of a 1,500 foot retaining wall which will support an additional track to be construction at a later date.

    The entire project has been performed under an accelerated schedule with all work completed in under two years. Through consistent communication and coordination with LIRR, all subcontractors and vendors, the Joint Venture has overcome numerous unforeseen challenges and maintained schedule.

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  • Harmon Shop Replacement Phase II

    Harmon Shop Replacement Phase II
    Inside of a white facility with garage

    Harmon Shop Replacement Phase II

    Location: CROTON-ON-HUDSON, NY

    Client: Harmon

    Contract Value:

    Project Dates:

    PROJECT HIGHLIGHTS / SCOPE OF WORK

    • Design/Build project for the construction of a new maintenance-of-way administrative building, a new communications building, a new gatehouse security building and an addition to the material distribution center

    • Constructed on concrete slab foundations with structural steel framework and bituminous membrane roofing
    • Installed all interior systems including HVAC, fire suppression, skylights and tinted windows with curtain wall drywall and acoustical tile ceilings
    • Installed building signage, paving, guide rail and pavement markings
    • Commissioned all building systems and a substation

    CHALLENGES

    • All work was performed in an operating rail yard, adjacent to active tracks

     


    PROJECT DESCRIPTION

    This new group of buildings was constructed for Metro-North Railroad Harmon Shop. Facility elements included reinforced concrete pile caps, grade beams and foundations, concrete slab construction with super flat floor tolerances, structural steel fabrication and erection, insulated architectural precast concrete panels with tinted and acid-etched finish, three-coat Kynar insulated metal panels, SBS modified bituminous membrane roofing, skylights, translucent and tinted windows and curtain walls. Interior work included installation of drywall, acoustical tile ceilings, VCT, carpeting, ceramic tile and epoxy resin floor coatings, pallet storage rack systems, lighting, electrical, fire suppression systems including sprinklers and FM-200 clean agent systems, plumbing and automatic temperature controlled HVAC.

    Work completed in Phase II prepared the site for major facilities to be constructed in Phase III. These activities included demolition of buildings, removal of 200,000 gallon, 1,000 gallon and 550 gallon fuel tanks, site clearing, new 13.2 kV power distribution, new site storm drainage (including 4 Vortechnics water quality inlets and a 11,000 SF Storm Chamber leaching field), relocation of monitoring wells, new domestic and fire water systems connecting to existing operating services, new sanitary drainage systems connecting to existing operating systems and the treatment plant, relocation and/or construction of new storage yards and structures, fencing and gates, roadway realignment, guide rail, pavement markings and paving. Construction occurred in an operating rail yard and functioning maintenance facilities. Maintenance and protection of vehicular traffic was necessary and construction was staged in order to minimally affect Metro-North operations.

    RCC procured a State Pollutant Discharge Elimination System (SPDES) permit and monitored the site through a Storm Water Pollution Prevention Plan (SWPPP). Rehabilitation of the A-31 Ossining substation included demolition of electrical equipment, lead paint and asbestos abatement, building renovation, new 15 kV switchgear, mimic panel, Supervisory Control and Data Acquisition (SCADA) System and data concentrator-based Remote Terminal Unit (RTU) with local control panel.

    Maintenance pit rehabilitation and a new steel drop table system was installed with new locomotive/coach car support equipment. Once again, work took plan in the operating maintenance shop. Finally, a Quality Management System Manual was developed along with a site specific Health and Safety Plan. All fundamental building systems and the substation were commissioned.

     

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  • Design/Build for Morris Park Diesel Locomotive Shop & Employee Facility

    Design/Build for Morris Park Diesel Locomotive Shop & Employee Facility
    aerial view of the Richmond Hill Rail Yard and Keyfood

    Design/Build for Morris Park Diesel Locomotive Shop & Employee Facility

    Location: QUEENS, NY


    PROJECT DESCRIPTION

    Transforming a Long Island Rail Road maintenance site, originally constructed in 1889, into a new 47,000 SF facility for the maintenance and repair of diesel locomotives.

    This Design/Build project highlights multiple disciplines including building, track and utility construction plus extensive site work.

    Track work consisted of 15 new turnouts and 9 new tracks plus ballasting for 1 future track. Four tracks enter into the two-level shop portion of the 47,000 SF, pre-engineered building, allowing LIRR personnel to access locomotives for repair, maintenance and cleaning.

    The shop includes major industrial equipment capable of full tuck (motor) removal from trains via drop tables, deep pits and round-tables. Additionally the shop is equipped with specified welding stations, a truck washing station and two overhead gantry cranes.

    Other features of the facility includes offices, locker rooms, dining facilities and storage for tools and parts. Extensive electrical, mechanical and plumbing work was performed, including dedicated Wayside (train) power stations, gas and electrical heating and waste oil lines.

    Utility and sitework around the perimeter of the building included lighting, fire hydrants, oil/water separators, watermain for suppression and a large underground detention basin for runoff water from the northern track ballast and around the new building.

    This project was completed by RCC / AMCC – A Joint Venture and the lead designer was AECOM.

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  • Mid-Suffolk Electric Yard

    Mid-Suffolk Electric Yard
    Building with railroad tracks in view

    Mid-Suffolk Electric Yard

    Location: RONKONKOMA, NY

    Contract Value: $108 million


    PROJECT DESCRIPTION

    RCC has led the $108 million, Design/Build Mid-Suffolk Yard project since 2018. This project highlights RCC’s capabilities in a variety of disciplines including electrical, building, utility, track and sitework.

    Extensive electrical underground ductbank systems were created to support the construction of two new AC power and DC traction power electrical substations, yard lighting, communication and security systems. Work on the new 32,000 SF, two-story Employee Welfare Building included a 40,000 CY excavation, installation of sanitary and drainage systems, retaining walls, new service roads and walkways plus 3,000 LF of water and fire mains and new gas service lines. The existing employee facility was demolished after employees moved into the new building.

    More than 14,000 LF of track was installed in 11 new storage tracks. Various utility sheds, switch tender/drill crew sheds, hazmat and material storage facilities and a new guard booth were also constructed.

    The Engineer used for this Design/Build project was HNTB Corporation.

    Photo Credit: Direct Digital Photography, Inc.
    Drone footage was captured by Airborne Studios, LLC

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  • Cherry Valley Avenue Bridge Replacement

    Cherry Valley Avenue Bridge Replacement

    Cherry Valley Avenue Bridge Replacement

    Location: GARDEN CITY, NY

    Project Dates: 2022


    PROJECT DESCRIPTION

    This design/build project will replace the existing 150 year old bridge and, once complete the structure will meet the New York State DOT minimum vertical clearance requirement of 14 ft. allowing trucks to safely pass beneath the bridge, avoiding strikes and causing varying degrees of damage, resulting in train service delays.

    The project has been divided into three major components:

    1. Abutment modification
    2. Jacking the Bridge
    3. Replacing the Bridge

    New abutments and footings have been constructed to support the new double track and third rail system.

    During one of five weekend outages, RCC crews removed the existing 650,000 lb. structure and the pre-assembled deck was moved into position.

    Check out the Time Lapse Video capturing the bridge replacement weekend outage:

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  • Construction of Perimeter Floodwall, Stormwater Pumping Stations and Stormwater Collection System

    Construction of Perimeter Floodwall, Stormwater Pumping Stations and Stormwater Collection System

    Construction of Perimeter Floodwall, Stormwater Pumping Stations and Stormwater Collection System

    Location: NEWARK, NJ


    PROJECT DESCRIPTION

    Railroad Construction Company, Inc. along with Joint Venture Partner, Posillico Inc. (Railroad / Posillico JV, LLC), have been busy completing new construction and implementing upgrades to an existing plant in Newark, NJ, all designed to improve flood mitigation.

    Work is concentrated on three main segments:

    1. Perimeter Floodwall
    2. 3 Stormwater Pumping Stations
    3. Upgraded Stormwater Collection System

    The new perimeter floodwall will wrap around the east and west sides of the facility to protect it from flooding – totaling 2 miles in length. The reinforced concrete footing and stemwall is a pile supported structure using both vertical and battered (angled) piles with drilled caissons and concreted filled pipe piles.

    The 3 new stormwater pumping stations that are being constructed will help protect the nearby area by pumping away large volumes of water, helping to prevent flooding. Each facility will include wet wells, pumping equipment for stormwater and dewatering and an electrical control room.

    The existing on-site stormwater collection system will be upgraded to an increased capacity by installing larger pile supported drainage piping and structures, and a new larger lift station.

    Railroad/Posilico JV red and blue icon

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