Polycor U

Base Installation

A solid base will not only increase the load-bearing ability of the soil, but it will also protect it from erosion caused by rain, wind, and snow. By using this system, the pavers actually act as a protection for the base, preventing it from moving, while the base reinforces the pavers preventing them from bearing the entire load on their own.

Una base sólida no solo aumentará la capacidad de carga del suelo, sino que también lo protegerá de la erosión causada por la lluvia, el viento y la nieve. Al usar este sistema, los adoquines actúan como protección para la base, evitando que se mueva, mientras que la base refuerza los adoquines impidiendo que soporten toda la carga por sí solos.

Base Installation – Creating the Load-Bearing Foundation

In previous sections, we’ve discussed the critical importance of proper grading and soil preparation in creating an appropriate foundation for paver installations. Along with these preparatory steps, constructing an appropriate base represents one of the most important factors in achieving optimal long-term results for your paver system.

A properly constructed base serves multiple functions that are essential for paver system performance. The base increases the load-bearing capacity of the underlying soil while protecting it from erosion caused by rain, wind, and snow infiltration. This protection function works both ways – the pavers protect the base from displacement and movement while the base reinforces the pavers by preventing them from bearing entire loads independently. This symbiotic relationship between pavers and base creates a system that outperforms either component working alone.

Several base types are available, each suited to specific applications, climate conditions, and performance requirements. Understanding the characteristics and appropriate applications of each base type helps ensure optimal performance for your specific project conditions.

Densely-graded base uses mechanically crushed rock aggregate sized so that when properly compacted, the spaces between particles become very small. This tight particle arrangement creates excellent load-bearing capacity while providing good stability for the paver system.

Open-graded base consists of ¾” clean, angular stone that allows water to permeate with minimal resistance. This drainage characteristic makes open-graded base particularly valuable in wet climates or areas with poor natural drainage.

Synthetic base systems use engineered materials to replicate the functions of traditional aggregate base while offering specific advantages in certain applications. These systems work particularly well with mild-graded soils and can simplify installation in some circumstances.

Base selection depends on climate conditions, soil types, expected loads, and drainage requirements, similar to geotechnical fabric selection. Each base type offers specific advantages that make it most suitable for particular applications.

Densely-graded base represents the traditional approach, using densely graded aggregates ranging from ¾” down to fine particles, typically meeting ASTM C2940 specifications. This base type requires minimum 6″ thickness for adequate performance, though weak soils, wet climates, extreme freeze-thaw conditions, or heavy load applications may require greater thickness.

For walkway and patio applications using densely-graded base, 6″ to 8″ thickness provides the greatest stability and long-term performance. The base should extend a minimum of 6″ beyond the paved area, or a distance equal to the base thickness, whichever is greater. For example, 6″ thick base extends 6″ beyond the pavers, while 8″ thick base extends 8″ beyond the pavers.

Slope considerations are important for densely-graded base to ensure proper drainage. A slope of 3/16″ per foot allows water to shed effectively while maintaining structural stability.

Compaction requirements for densely-graded base are stringent – the material must reach 98% Standard Proctor density for adequate performance. This density can be measured using sensors on compaction equipment, dynamic cone penetrometers, or nuclear density testing equipment.

Compaction reduces base thickness by approximately 30%, making it important to compact in lifts of 2″ to 4″ depending on the compaction equipment capacity. This lift approach ensures uniform compaction throughout the base depth while preventing over-stressing lower lifts.

Moisture content affects compaction effectiveness, so checking soil moisture levels before compaction ensures optimal results. Refer back to the soil subgrade preparation section for moisture testing techniques and adjustment methods.

Open-graded base uses angular, uniformly sized aggregates with minimal fine particles. These materials are commonly called ¾” clean stone or ASTM #57 aggregate. This base type gains popularity because it contains virtually no fine particles and resists freeze-thaw damage since water flows through rather than accumulating within the base.

Open-graded base offers several practical advantages. Imperfections in base thickness don’t cause performance problems since water drains through rather than being trapped. Material yields are greater, reducing stone requirements and costs. Compaction time is reduced because the material is approximately 95% compacted when placed. The material is easier to grade and more workable than densely-graded alternatives.

Like densely-graded base, open-graded base should be minimum 6″ thick and extend beyond the paved surface for 6″ or the base thickness distance. The slope requirement of 3/16″ per foot matches densely-graded base specifications.

Compaction requirements differ significantly for open-graded base. The goal is ensuring particles lock tightly together rather than achieving specific density measurements. Compaction can be accomplished in 4″ lifts, and thickness reduction is only 0-5% compared to 30% for densely-graded materials.

Synthetic base systems use engineered materials to replace traditional aggregate base functions. These systems work well with mild-graded soils and can offer installation advantages in specific circumstances.

Typical synthetic base installation requires 6″ excavation, soil analysis and amendment as discussed previously, then installation of geotextile fabric. A 1″ layer of washed concrete sand or ASTM #8 stone is spread and compacted over the fabric, then synthetic base panels are installed extending minimum 6″ beyond the paved area.

Installation requirements vary among synthetic base products, so following manufacturer specifications ensures proper performance. While installation methods differ, the fundamental principles of extending beyond the paved area and providing adequate thickness remain consistent.

Following proper installation requirements without shortcuts protects your reputation as a quality installer while ensuring long-term system performance. Remember that your base system is only as strong as its weakest component – investing in proper base construction ensures that your projects will provide years of reliable service while reflecting positively on your workmanship and attention to detail.


Instalación de la base