DCE-430 · Lesson 9 of 12 · 32 min

Prefabrication and modular construction

Speed to market is one of the strongest forces in data center construction. Each month a facility is delayed is a month of lost revenue on capacity worth hundreds of millions of dollars, and demand for AI computing has pushed owners to deliver large campuses in 12 to 18 months instead of the traditional two to three years. One of the main ways to build faster is to move work off site: manufacturing building components, electrical and mechanical systems, and even complete data halls in factories, then shipping and assembling them on site. This lesson covers the forms of prefabrication, its advantages and limits, transport and lifting constraints, approvals, interfaces and tolerances, and how modular strategies support phasing.

Why prefabricate

Prefabrication and modular construction (often described as design for manufacture and assembly, DfMA) offer:

  • Speed: factory work proceeds in parallel with site work (grading, foundations, utilities), so the overall schedule shortens; modules arrive ready to set and connect.
  • Quality: factories offer controlled conditions, jigs, repeatable processes and factory acceptance testing (FAT) before shipment, so fewer defects reach the site.
  • Labor: skilled trades are scarce in many data center markets; factories use labor more efficiently and in locations where it is available.
  • Safety: less work at height and in congested sites.
  • Repeatability: standard modules reused across campuses capture learning and simplify maintenance.

The trade-offs are less flexibility to change designs late, larger up-front design effort, transport costs and limits, the need for precise interfaces, and dependence on factory capacity, which itself became a constraint as demand surged.

Forms of prefabrication

Prefabrication ranges from components to whole buildings:

Levels of prefabrication.
LevelExamplesTypical use in data centers
ComponentsPrecast concrete walls and double tees, steel frames, wall panels, roof cassettesFaster building shell
Assemblies (MEP racks)Pre-assembled pipe, cable tray and busway racks; prefabricated containmentData hall fit-out, corridors
SkidsPump skids, generator sets with enclosures and fuel tanks, cooling distribution unitsPlant rooms and yards
Prefabricated electrical rooms (eHouses, power modules)Switchgear, UPS and batteries in a factory-built enclosureElectrical capacity delivered as blocks (for example 1.5 to 3 MW)
Volumetric modulesComplete data hall or IT modules with racks, cooling and powerEdge sites, rapid expansions, AI clusters
Integrated racksRacks delivered fully populated, cabled and testedAI clusters (whole rows built and tested in factories)

Large campuses typically combine a conventionally built or precast shell with highly prefabricated electrical and mechanical systems, which carry most of the value and complexity. Electrical "power blocks" (medium-voltage switchgear, transformers, UPS and batteries in skids or enclosures) are repeated for each increment of capacity.

Plan of a data center campus built from prefabricated parts. A central building shell contains data halls. Along one side, a row of identical electrical skids, each labeled power block, connects to the halls. On the other side, a row of identical cooling skids sits in a mechanical yard. A future expansion area shows dashed outlines of additional power blocks and cooling skids to be added in later phases.
A campus assembled from repeated prefabricated power and cooling blocks.

Schedule benefits

The main schedule benefit comes from overlapping work that would otherwise be sequential. In conventional construction, electrical rooms are built after the structure is closed in; with prefabricated power modules, they are built in a factory during site preparation and foundations, and installed as soon as their pads are ready.

Worked problem

Schedule compression

A conventional build takes 4 months for site works and foundations, 6 months for the structure and envelope, 7 months for electrical and mechanical installation and 2 months for commissioning (19 months total, in sequence). With prefabrication, 5 of the 7 months of electrical and mechanical work move to the factory, starting at the same time as site works, and the remaining on-site work takes 3 months after the envelope is complete. Estimate the new duration.

Show solution
  1. Factory work: 5 months, starting at month 0, finishing at month 5, well before it is needed.
  2. Site sequence: site works 4 + structure 6 + on-site installation and connection 3 + commissioning 2 = 15 months.

Answer: About 15 months instead of 19, a saving of 4 months, provided factory output arrives on time. Further savings come from prefabricating the structure and envelope, and from commissioning modules in the factory so that site commissioning focuses on integration.

Transport limits

Everything built off site must travel by road, and sometimes rail or sea, to the site. Module dimensions are therefore set by transport rules:

In the US, federal and state rules set a legal width of 8.5 ft (2.6 m), height commonly 13.5 to 14 ft (4.1 to 4.3 m) depending on the state, and a gross weight of 80,000 lb (36,300 kg) on Interstates. Loads beyond these need state oversize and overweight permits for each state crossed, route surveys, escort (pilot) vehicles and travel restrictions; superloads may need engineering review of bridges and police escort.

Common module sizes are therefore about 3.6 to 4.3 m wide (permitted as oversize but routine), 3.6 to 4.3 m tall on low-bed trailers, and 12 to 18 m long. Designers check the route, including bridges, overhead wires, turns, rail crossings and the site entrance, early in design.

Worked problem

Height of a load on a trailer

A power module is 3.9 m tall. Carried on a lowboy trailer with a deck height of 0.6 m, what is the overall height? Does it fit under a 4.15 m legal limit, and what about a bridge with 4.8 m clearance?

Show solution
  1. Overall height: \(3.9 + 0.6 = 4.5\) m.
  2. Exceeds 4.15 m, so an oversize permit is needed; clears the 4.8 m bridge by 0.3 m.

Answer: The load is 4.5 m high, requiring a permit and a route avoiding structures lower than about 4.7 m (allowing a safety margin). A double-drop trailer with a lower deck, or splitting the module, could reduce the height.

Lifting and setting

Modules, skids and precast elements are placed by crane. Lift planning considers the load's weight and center of gravity, rigging (spreader bars, slings), the crane's rated capacity at the required radius (capacity falls rapidly as radius increases), ground bearing under the crane outriggers or tracks, wind limits, and exclusion zones. Critical lifts (often defined as over 75% of the crane's capacity, over occupied areas or involving multiple cranes) require engineered lift plans.

Worked problem

Crane capacity at radius

A 45-metric ton power module must be set at a radius of 22 m. A crane's load chart gives 80 t at 14 m, 60 t at 18 m, 48 t at 22 m and 38 t at 26 m (with the planned counterweight and boom). Rigging weighs 2 t. Is the lift acceptable, and is it a critical lift under a 75% rule?

Show solution
  1. Total load: \(45 + 2 = 47\) t; capacity at 22 m: 48 t.
  2. Utilization: \(47/48 = 98\%\).

Answer: The crane is at 98% of capacity, technically within its chart but far above a 75% critical-lift threshold, leaving almost no margin for errors in weight or radius. A larger crane, a closer crane position (60 t at 18 m would give 78%) or a different setting sequence is needed.

Diagram of a mobile crane lifting a power module onto its pad. The crane sits on outriggers on crane mats, with its boom extended so the hook is at a 22 meter radius over the pad. A load chart beside it plots rated capacity against radius, falling from 80 metric tons at 14 meters to 38 metric tons at 26 meters, with the lift point marked close to the curve.
Crane capacity falls with radius; lift plans check utilization.

Approvals and certification

Factory-built buildings and equipment must still meet building, electrical and fire codes, but inspections are partly moved to the factory:

In the US, many states run modular (industrialized) building programs in which plans are reviewed and units inspected in the factory by the state or third-party agencies, and approved units carry a state insignia accepted by local building officials, who then inspect foundations and site connections. ICC/MBI standards 1200 and 1205 cover the design, plan review, inspection and installation of off-site construction. Electrical assemblies must be listed by a nationally recognized testing laboratory (such as UL) or receive field evaluation, and the NEC applies to their installation.

Early engagement with the authority having jurisdiction is essential, because some officials are unfamiliar with large factory-built power and data modules, and approvals can be delayed if certification routes are unclear.

Interfaces and tolerances

A prefabricated module is only as good as its fit with the site. Interfaces include anchor bolts and pads, electrical connections between modules and to the utility, piping connections, controls and monitoring networks, fire protection, and weather sealing between modules. Factories build to tight tolerances, but foundations and site work vary more, so designers specify tolerances for pad elevations and anchor locations, provide adjustable connections (slotted holes, shims, flexible pipe connectors, cable slack), and use digital tools (building information models, laser scanning of pads before setting) to verify fit.

Worked problem

Pad tolerance stack-up

A module rests on four pads. The specification allows each pad elevation to vary by ±6 mm, and the module's base frame can tolerate up to 10 mm difference between any two support points before shimming. What is the worst-case difference, and is shimming planned?

Show solution
  1. Worst case: one pad +6 mm and another −6 mm: 12 mm difference.
  2. 12 mm exceeds the 10 mm tolerance.

Answer: The worst case is 12 mm, so either the pad tolerance must be tightened (to ±5 mm or better) or shim plates must be planned. Surveying pads before modules ship allows shims to be prepared in advance.

Modularity and phasing

Modular design also means designing the facility as repeated capacity blocks that can be added as demand grows: for example, a campus planned for 300 MW built in 25 MW phases, each with its own power and cooling blocks. Benefits include matching capital spending to demand, adopting newer equipment in later phases, and reducing risk. Structural and civil design supports this by providing foundations, duct banks, roads and utility corridors for later phases (or at least space and connection points), designing expansion joints and building ends for extension, and arranging phases so construction does not disrupt operating data halls.

Worked problem

Capacity blocks

A data hall needs 24 MW of IT load with N+1 redundancy at the block level (DCE-340), using prefabricated power blocks of 3 MW each. How many blocks are needed, and if each block takes 6 weeks to set and connect with two crews working in parallel, how long does installation take?

Show solution
  1. Blocks for load: \(24/3 = 8\); with N+1: 9 blocks.
  2. Two crews: \(\lceil 9/2 \rceil = 5\) rounds × 6 weeks = 30 weeks; with overlapping crews and staggered deliveries, typically less.

Answer: Nine power blocks, installed over about 30 weeks with two crews. More crews or larger blocks shorten installation, but factory output, delivery logistics and crane availability often set the real pace.

The limits of modularity

Not everything should be prefabricated. Very large components may exceed transport limits; designs still changing rapidly (such as cooling for new generations of AI hardware) may be better built on site; and modules need enough repetition to justify factory setup. Modular buildings also have more joints and connections to seal and maintain. The best results come from a clear strategy: standardize what repeats, prefabricate what benefits from factory conditions, and leave flexibility where requirements are uncertain.

Lesson 12 places prefabrication within the overall construction sequence, quality assurance and handover of the project.

Common mistakes

  • MistakeDesigning modules without checking the transport route.

    InsteadSurvey routes for height, width, weight, bridges and turns early.

  • MistakePlanning lifts near the crane's full chart capacity.

    InsteadKeep utilization below critical-lift thresholds or engineer the lift.

  • MistakeAssuming local officials accept factory certification automatically.

    InsteadAgree certification and inspection routes with the authority having jurisdiction early.

  • MistakeSpecifying pad tolerances looser than module tolerances.

    InsteadMatch tolerances, survey pads and plan shims.

  • MistakePrefabricating designs that are still changing.

    InsteadStandardize stable elements; keep flexibility where requirements are uncertain.

Summary and key terms

  • Prefabrication shortens schedules by overlapping factory and site work and improves quality and safety.
  • Forms range from components and MEP racks to skids, power modules, volumetric data halls and integrated racks.
  • Federal and state limits (8.5 ft wide, about 13.5–14 ft high, 80,000 lb) drive module sizes; larger loads need permits.
  • Crane capacity falls with radius; critical lifts need engineered plans.
  • State modular programs and ICC/MBI 1200/1205 move inspection to the factory; electrical assemblies need listing or field evaluation.
  • Interfaces and tolerances must be designed and verified between factory and site.
  • Repeated capacity blocks support phased growth.
  • Prefabricate what repeats and is stable; keep flexibility elsewhere.
DfMA
Design for manufacture and assembly.
Factory acceptance test
Testing equipment in the factory before shipment.
Skid
Equipment mounted on a common structural base for transport and installation.
eHouse
A prefabricated enclosure containing electrical equipment.
Volumetric module
A three-dimensional factory-built unit forming part of a building.
Oversize load
A load exceeding legal dimensions, requiring permits.
Load chart
A crane's rated capacity at each radius and configuration.
Critical lift
A lift requiring an engineered plan due to weight, location or complexity.
Tolerance
Permitted variation from specified dimensions.
Capacity block
A repeated unit of power and cooling capacity added in phases.

Practice problems

Work each problem on paper first, then reveal the answer to check.

  1. Give three advantages and two disadvantages of prefabrication.

    Show answer

    Advantages: speed, quality, labor efficiency, safety, repeatability. Disadvantages: less late flexibility, transport limits, interfaces, factory capacity dependence.

  2. Why do power modules suit prefabrication?

    Show answer

    They are complex, repeated, high-value and benefit from factory testing.

  3. A 4.2 m module on a 0.5 m deck. Overall height?

    Show answer

    4.7 m.

  4. A 30 t load with 1.5 t rigging, crane capacity 40 t at the radius. Utilization?

    Show answer

    79%: a critical lift under a 75% rule.

  5. Why must ground bearing under outriggers be checked?

    Show answer

    Outrigger loads can exceed soil capacity, causing the crane to tip.

  6. Pads at ±4 mm. Worst-case difference between two pads?

    Show answer

    8 mm.

  7. 18 MW load, 2.5 MW blocks, N+1. Blocks needed?

    Show answer

    8 for load (7.2 rounded up) plus 1 = 9.

  8. What do state modular programs provide?

    Show answer

    Plan review and in-factory inspection, with an insignia accepted by local officials.

  9. How does phasing reduce risk?

    Show answer

    Capital is spent as demand materializes, and later phases can adopt newer technology.

  10. When should a component not be prefabricated?

    Show answer

    When it exceeds transport limits, is not repeated, or its design is still changing.

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