PAV-FAQ-002

Installing Standard Interlocking Concrete Pavers on Open-Graded Aggregates

Published October 2025

QUESTION:

Is it acceptable to construct standard interlocking concrete
pavers (ICP) with sand-filled joints on an open-graded
aggregate (OGA) base or bedding?

ANSWER:

This construction method combines a base/bedding from a
permeable interlocking concrete pavement with a surface
layer of standard sand-set interlocking concrete pavement.
Standard sand-set pavers over dense graded aggregate base
with a concrete sand bedding are the recommended assembly
for most ICP applications. Alternatively, standard sand-set
pavers on an open graded aggregate base/bedding may be
appropriate with specific limitations. This pavement system has
the potential to reduce frost heave during winter and minimize
delays caused by wet or cold weather during construction.
However, to achieve these benefits, it is essential to follow
the best practices for both pavement systems and carefully
consider the recommendations outlined below.

To evaluate this approach, the ICPI Foundation funded a
three-year study, “Open Graded Drainage Position Statement
Research,” conducted by Englobe which concluded in 2025. The
final report is available on the Concrete Masonry & Hardscapes
Association (CMHA) website at masonryandhardscapes.org.

Standard ICP on an OGA base systems use materials
and construction techniques from standard interlocking
concrete pavements and permeable interlocking concrete
pavements. Please refer to CMHA’s technical resources for the
recommendations related to these systems in addition to the
recommendations below.

DESIGN RECOMMENDATIONS
  • This method of construction is only for Residential
    Pedestrian Projects: patios, pool decks, sidewalks,
    and walkways. It is not for any commercial or vehicular
    applications.
  • Geotextile is installed along the bottom and sides of the
    excavation to stop surrounding soil from migrating into the
    open-graded aggregate base.
  • Jointing Material: Use ASTM C144 mason sand or polymeric
    sand. ASTM C33 concrete sand may be used, however, it
    is more difficult to work into the joints compared to other
    recommended materials.
  • Underdrains should be included where subgrade soils are
    not highly permeable to prevent water from collecting in the
    base and saturating the subgrade.
  • Edge restraints must provide a stable edge that will resist
    lateral spreading of the concrete pavers. Edge restraints
    used for PICP applications are appropriate.

CONSTRUCTION RECOMMENDATIONS
  • Open graded aggregates must be compacted, to prevent
    future settlement and proper load distribution. Compaction
    can be confirmed by using a lightweight deflectometer and
    achieving an average maximum deflection of 0.6 mm.
MAINTENANCE RECOMMENDATIONS
  • Joint sand will migrate into the open graded aggregates
    below. It is important to monitor sand loss and replenish
    when the loss is greater than 1/2 in. (12 mm).
  • Stabilized joint sand should be used with caution. While
    joints may appear full after installation, sand loss from
    below can leave only a thin surface crust. Over time, the
    binder will break down, leading to increased sand loss.
    Monitor joint sand loss and replenish as per manufacturers
    recommendations.
  • Check for lateral shifting, heaving, rutting, or settlement of
    the pavement surface and repair as needed.

    While open-graded aggregate base systems can provide
    benefits such as increased frost heave resistance and fewer
    weather-related construction delays when used beneath
    standard interlocking concrete pavers, they may not be
    appropriate for all projects.

    Optimal performance of interlocking concrete pavement relies
    on thorough site evaluation, appropriate material selection,
    proper construction techniques, and regular maintenance.
    Contractors should carefully assess soil conditions, drainage
    needs, and anticipated loading before selecting this system.
    Inadequate evaluation or unsuitable design choices, particularly
    in high-load applications, can result in premature deterioration.

    For best results, it is recommended to use the services
    of a qualified CMHA Certified Concrete Paver Installer
    and refer to the latest technical resources available at
    masonryandhardscapes.org. A careful, site-specific approach
    helps ensure the system functions as designed and provides
    long-term performance.