• 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
    aerial view of Perimeter Floodwall construction

    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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  • Buckram Road Bridge Replacement

    Buckram Road Bridge Replacement
    Railroad tracks with house in view

    Buckram Road Bridge Replacement

    Location: LOCUST VALLEY, NY

    PROJECT HIGHLIGHTS / SCOPE OF WORK

    • Single Phase, Design/Build bridge replacement

    • Replace existing steel 3-span with single span steel railroad bridge
    • Raise track elevation for additional clearance
    • Retaining wall installation for new track profile
    • Abutment modifications and repairs

    PROJECT DESCRIPTION

    One mile east of Long Island Rail Road Locust Valley Station stood an ancient structure known as Buckram Road Bridge. Built in 1889, Buckram Road Bridge, 134 ft. in length, carried one track with three spans. Approximately two bridge strikes occurred per year, resulting in cumulative structural damage.

     

    The bridge and adjacent viaduct spans required total replacement. Following an investigation, design of the new roadway alignment addressed hazardous vehicle line of sight angles, minimum roadway clearance requirements of 14 ft.-0 in., lane width, pedestrian accessibility and track alignment.RCC replaced the 128 year-old structure in a single weekend track outage.

     

    The new elevated vertical clearance significantly reduces the probability of bridge strikes and increases safety. The new bridge reduces the number of spans from three to one, resulting in a single-span ballasted deck bridge, ultimately reducing LIRR maintenance costs.

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  • Benjamin Franklin Bridge Patco Track Rehabilitation

    Benjamin Franklin Bridge Patco Track Rehabilitation
    Railroad Tracks

    Benjamin Franklin Bridge PATCO Track Rehabilitation

    Location: PHILADELPHIA, PA TO CAMDEN, NJ

    Client: Delaware River Port Authority and Port Authority Transit Corporation

    Contract Value: $103,000,000

    Project Dates: 2022

    PROJECT HIGHLIGHTS / SCOPE OF WORK

    • Replaced 120 year old 120’ long steel truss bridge with 324’ long precast concrete bridge
    • Extended and realigned roadway traveling over bridge
    • Constructed new twelve car pocket track
    • Constructed 1,600 LF of new retaining walls
    • Installed drainage upgrades including 2,400 LF of below-grade HDPE piping
    • Performed sitework
    • Received the American Society of Civil Engineers (ASCE) Metropolitan Section 2017 Design/Build Project of the Year Award for recognition of excellence in the successful completion of a major design/build project


    PROJECT DESCRIPTION

    At the time of its opening in 1926, the Benjamin Franklin Bridge was the world’s longest suspension bridge, spanning the Delaware River, connecting Philadelphia, PA and Camden, NJ.  This $103,000,000 project, executed by joint venture partners Railroad Construction Company, Inc. and Iron Bridge Constructors, involved  the rehabilitation of the bridge’s entire track system.

    The joint venture introduced and helped implement redesigns to improve construction. The original design suggested construction 80 ft. segments of the track system and support structure and installing temporary rail. After months of careful planning, the design was changes to complete 400 ft. segments at a time and installing permanent rail. No temporary rail was used.

    Two outages were scheduled, taking the tracks out of service.  A sixty day closure of the south tracks followed by a fifty day closure of the north tracks was required to perform extensive repairs and completely replace the tracks.  All existing track was removed enabling the repair and replacement of steel stringers and appurtenances, previously inaccessible under and behind the rail system.  New concrete supports were formed and poured.  Sand blasting and painting was performed on the newly exposed structural support steel and 120 tons of new steel was installed and painted.  Through strong collaboration and coordination of crews and activities between the joint venture, DRPA and PATCO, the north side was completed three days ahead of schedule, earning an incentive payment from DRPA.

    The new track system includes over 9,000 new timber ties and two and a half miles of new rail.  Eighty signal/electrical enclosures were constructed and more than thirty miles of signal, power and communications cable was laid.  The entire electrical system was upgraded and modernized including train signal controls, high voltage wiring, fiber optics and circuits, new conduit and relocated lighting.

    The removal and replacement of timber ties presented a challenge but resulted in a new and innovative concept that utilized a portable conveyor system on the bridge, eliminating the bundling of timbers and loading out with heavy equipment.  The conveyor method removed timber operations from the critical path and allowed blasting and painting to begin earlier than planned.

    These tracks were originally put into service in 1936 and began carrying PATCO trains in 1969.  Today, the PATCO Speedline operates twenty-four hours a day and transports over 10,000,000 passengers per year.  These much needed improvements enable PATCO and Delaware River Port Authority to provide a safer, more efficient commute for the tens of thousands who use this mass transit system every day.

    Uniquely complex and an intricate blend of multiple construction disciplines, DRPA and PATCO consider this project to be a model for future jobs, using a collaborative, goal-specific approach.

    “The Ben Franklin Bridge Track Rehab project is a testament to what can be accomplished with an experienced, knowledgeable and safety minded contractor.”
    -Mike Venuto
    DRPA Chief Engineer
    Railway Track & Structures February 2016 

    This project received the 45th Annual American Council of Engineering Companies of New Jersey (ACECNJ) Engineering Excellence award in 2016. The annual Engineering Excellence Awards (EEA) competition recognizes and celebrates engineering achievements that demonstrate the highest degree of skill and ingenuity among firms throughout the state of New Jersey.

     

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  • Colonial Road Design/Build Improvement Project

    Colonial Road Design/Build Improvement Project

    Colonial Road Design/Build Improvement Project

    Location: LONG ISLAND, NY

    Client: Metropolitan Transportation Authority-Long Island Rail Road

    Contract Value: $25 million

    Project Dates: 2022

    SUMMARY

    • Replaced 120 year old 120’ long steel truss bridge with 324’ long precast concrete bridge
    • Extended and realigned roadway traveling over bridge
    • Constructed new twelve car pocket track
    • Constructed 1,600 LF of new retaining walls
    • Installed drainage upgrades including 2,400 LF of below-grade HDPE piping
    • Performed sitework
    • Received the American Society of Civil Engineers (ASCE) Metropolitan Section 2017 Design/Build Project of the Year Award for recognition of excellence in the successful completion of a major design/build project

    WHAT MADE THIS JOB COMPLEX

    • Accelerated timeframe with road closure limited to one year

    • Restrictions on power shutdowns by PSEG Long Island
    • All work to be performed around the train schedule with only limited outages permitted
    • Job site in a confined space of a suburban neighborhood causing logistical problems for delivery and staging

    PROJECT OVERVIEW

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