Brookline High School’s 22 Tappan expansion was built over an active MBTA Green Line because the constrained site was the only practical way to connect the school campus with Cypress Field. The design succeeded by treating two different transmission paths separately: airborne train noise was blocked by the envelope, while ground-borne vibration was interrupted at column bases, foundations and the theater floor. The project team reports that trains can pass without disrupting classes or performances, although the available project accounts do not include independent post-occupancy sound or vibration measurements.
Why Brookline built over the tracks
The 22 Tappan site let Brookline High School expand its campus and create a more direct entrance toward Cypress Field. The available parcel, however, is crossed by the MBTA Green Line. It also contains a concrete culvert with an active stream, power lines, sewer easements and several zoning districts. Moving the school elsewhere would have broken the connection between the existing campus, the athletic field and the new public-facing facilities.
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The expansion is reported as 118,000 square feet by Acentech and Building Design + Construction. LeMessurier’s project page describes a five-story, 120,000-square-foot building for 700 students. Those figures come from different project accounts and should not be silently combined. Regardless of the reported area, the program placed the cafeteria, White Box Theater and library near the front entrance, directly above or beside the rail corridor. These are occupied spaces where train noise, rattling and low-frequency vibration would be especially noticeable.
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The central design decision was to separate airborne sound from structure-borne vibration. A train can be audible through windows and other parts of the envelope, but wheel-to-rail forces can also shake the ground, foundations, columns, floors and ceilings. Treating only one path would leave the other available.
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Airborne noise through the envelope
Airborne sound travels through gaps, glazing and lightweight elements. The theater therefore needed a high-performing window assembly that could preserve daylight and views without creating a weak acoustic link to the tracks.
Ground-borne vibration through the structure
Acentech’s March 15, 2019 report, quoted in the project article, explains the mechanism: “Contact forces at the wheel/rail interface induce vibrations in the track and supports that then travel through the ground to nearby buildings.” Once vibration enters a building, the report says, floors, walls and ceilings can radiate sound “much like giant loudspeakers.”
That distinction shaped the investigation. Acentech used accelerometers and sound-level meters at three existing school buildings to characterize ground vibration and airborne noise. The project article states that measured ground-borne vibration exceeded Federal Transit Administration guidelines, but the searchable account does not give the guideline edition or the underlying levels.
How the project isolated the building from vibration
Resilient pads under 27 north-side columns
The primary building-level measure was isolation at the column bases. Acentech recommended resilient molded natural-rubber pads beneath the base plates of 27 columns on the north side, where the relationship to the tracks made vibration transfer a concern. The pads were intended to interrupt the path from column footings into the steel and concrete superstructure.
Acentech anticipated that a well-designed base-isolation system could reduce vibration by 10 VdBA or more. That is a design expectation, not a measured result from the completed school. VdBA is a vibration level expressed with an A-weighting intended to reflect human sensitivity; the number is meaningful only with its stated measurement method and location.
Bid documents called for high-grade natural-rubber bearings with bonded steel intermediate plates and a listed 100-year life expectancy. Submittals and testing addressed rubber characteristics, strength, aging, weather and ozone resistance, temperature response, static loading, dynamic stiffness, creep, bond integrity, bearing loads and natural frequencies. The account references AASHTO standards used for highway bridges, but it does not identify a bearing manufacturer or model. These structural bearings were project-specific components, not generic consumer isolation pads.
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Expansion joint at the east foundation wall
A horizontal expansion joint was added along the east-facing foundation wall to reduce transmission through the foundation near the tracks. The team worked with structural engineer LeMessurier on a detail that supported the concrete wall above the joint from the steel structure. The joint addressed a different route from the isolated column bases: vibration could otherwise travel continuously through the foundation wall even if selected columns were decoupled.
Floating floor for the White Box Theater
The White Box Theater received additional isolation because it combines quiet listening conditions with amplified performances and community events. Acentech recommended a floating four-inch concrete floor slab on two-inch isolation pads. The floating slab had no connections to the theater’s outer walls, reducing the chance that vibration would bypass the pads through rigid perimeter contacts.
The project account says this floor was expected to provide approximately 10 VdBA of reduction. As with the column system, that is an anticipated project value rather than an independently verified as-built measurement. The theater’s decoupled floor supplemented, rather than replaced, the building-wide column and foundation measures.
Acoustically stronger theater glazing
The theater’s glazing had to solve the airborne path while retaining natural light and views. The recommended assembly was:
- one-inch laminated exterior insulated glass;
- a four-inch air space; and
- a second layer of one-half-inch interior glazing.
Multiple panes, different glass layers and a deep air space increase the acoustic separation between the rail corridor and the room. The glazing was part of a coordinated envelope strategy; it was not intended to stop structure-borne vibration entering through the frame.
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Why the team did not isolate the rails
The designers considered controlling vibration at its source with resilient pads and fasteners between the steel rails and wooden ties. That approach could have reduced the energy entering the ground before it reached the building. The team discussed it with the MBTA but did not pursue it because the work could delay the project and require costly train shutdowns.
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| Option | Transmission path addressed | Project decision | Reasoning reported for the choice |
|---|---|---|---|
| Resilient rail-and-tie pads and fasteners | Source vibration at the track | Not pursued | Potential schedule delay and costly MBTA shutdowns |
| Natural-rubber pads at 27 column bases | Vibration entering the superstructure through foundations and columns | Used on the north side | Building-level isolation that could be coordinated with the structural frame |
| East foundation-wall expansion joint | Vibration traveling through the foundation wall | Used | Interrupts a separate rigid path near the tracks |
| Floating theater floor | Vibration reaching a sensitive performance room | Used | Four-inch slab on two-inch pads with no wall connections |
| Enhanced theater glazing | Airborne train noise | Used | Preserves daylight and views while increasing envelope isolation |
The comparison shows why there was no single “train-proofing” product. Track isolation offered source control but imposed rail-operating constraints. Column and foundation isolation was more practical within the building contract. The theater required a second layer of room-specific measures because a general structural treatment would not address every route into a highly sensitive space.
Construction had to work around an operating railway
Mitigation details were inseparable from construction logistics. Skanska developed a phasing plan covering site preparation, utility relocation and foundation installation so the resilient pads and east-wall joint could be placed efficiently.
To limit MBTA shutdowns, the team used precast planks to span the tracks. The isolated columns support planks 45 feet long and 18 inches deep. Those members could be craned into place quickly, reducing the duration of work over the active line. The approach allowed the project to coordinate structural installation with rail operations instead of relying on a prolonged track closure.
This sequencing also illustrates a practical constraint in rail-adjacent construction: an acoustic detail is only useful if it can be installed without creating an unacceptable safety, schedule or service interruption. The project selected measures that could be integrated into foundations, columns and interior assemblies while keeping the railway running.
Independent reader supportYour contribution helps us test, update, and keep practical guides available for everyone.What the project team says happened after opening
William Rawn Associates’ project account says, “Following two years of construction, the new high school building at 22 Tappan opened.” The project article concludes: “Trains are seen, but not heard, allowing school and community functions to proceed uninterrupted.” Acentech Director of the Building Acoustics Group Jonah Sacks describes the design goal as ensuring that “trains are seen, but not heard.”
Those statements document the team’s reported outcome and design intent. The retrieved sources do not provide independent post-occupancy sound or vibration measurements, exact as-built levels, or a published test showing that the predicted 10 VdBA reductions were achieved. They support a qualitative conclusion—school and community activities were reported to continue while trains passed—not a quantified performance claim.
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How to interpret the Brookline case for another rail-adjacent project
Start with measurements, not assumptions
Brookline’s team measured both airborne noise and ground vibration at existing buildings before selecting controls. A rail-adjacent project should establish where vibration enters, which rooms are sensitive and whether the dominant problem is audible sound, tactile movement, regenerated noise or a combination.
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Isolating a few columns does not automatically isolate a building. Foundations, retaining walls, slabs, utilities and rigid wall connections can create alternate paths. Brookline’s east-wall joint and theater perimeter separation addressed bypasses that column pads alone could leave intact.
Give sensitive rooms their own criteria
A classroom, cafeteria and performance theater do not have identical tolerance for noise or vibration. The White Box Theater received a floating floor and enhanced glazing because its use demanded more control than a general occupied area.
Coordinate with the transit agency early
Source isolation at the tracks may look attractive acoustically but can become impractical when it requires shutdowns, flagging, special access or a revised rail schedule. The Brookline team’s decision not to install rail pads followed that operational reality.
Keep predicted and measured results separate
Design estimates such as “10 VdBA or more” are useful for selecting a system, but they are not proof of completed performance. Handover documentation should identify test locations, operating conditions, train types, instrumentation and the criteria used to judge success.
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Brookline High School’s expansion demonstrates a layered response to a difficult site rather than a universal specification. The building was placed over an active Green Line because the location served the campus, but the design did not treat the rail corridor as one generic noise problem. Airborne sound was handled through the theater envelope; ground-borne energy was addressed with column-base bearings, a foundation-wall joint and a floating theater floor; construction planning kept the railway operating.
The project accounts provide a clear record of those choices and the team’s reported success. They do not establish independent measured post-occupancy performance. For owners and designers, that distinction is as important as the isolation details: define the transmission path, isolate each critical route, coordinate with the railway and verify the finished building under real operating conditions.
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