Specifications and additional Information - Boral
Specifications and additional Information - Boral
Specifications and additional Information - Boral
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Hydrapave Permeable Paving<br />
BOOK<br />
3<br />
PAGE<br />
F8<br />
Materials Specification<br />
Subgrade<br />
The subgrade must have a minimum CBR of 5. Engineering<br />
advice should be obtained where the subgrade does not meet<br />
this specification.<br />
Membrane/Filter Fabric<br />
Membrane (typical)<br />
Typical Dimensions: 4m x 12.5m x 50µm - 23kg.<br />
Tear Resistance: 40N/mm minimum.<br />
Tensile Strength: 14.4mPa.<br />
Durability: The membrane must remain flexible <strong>and</strong> not<br />
degrade. It shall be resistant to U.V. light <strong>and</strong> puncturing.<br />
Where methane or a high water table is present in the<br />
subgrade it will be necessary to use a heavy-duty membrane<br />
<strong>and</strong> to weld the joints.<br />
The membrane should be protected against puncturing.<br />
Filter Fabric<br />
The grade will vary according to the precise application.<br />
Refer to the project hydraulic or stormwater engineer for<br />
specifications.<br />
Sub-base<br />
A sub-base of 350mm as detailed on page F7 will enable the<br />
Hydrapave system to have a holding capacity of 1m 3 of water<br />
for every 10m 2 of paved area. The permeability of the pavers<br />
themselves is 9,000L/m 2/hour. The depth of sub-base can<br />
accordingly be varied at the discretion of the engineer.<br />
The granular sub-base material shall comprise crushed<br />
gravel, rock or concrete possessing well defined edges. It must<br />
be sound, clean, non friable <strong>and</strong> free from clay or other<br />
deleterious matter.<br />
The material must be non-plastic.<br />
The crushed stone used for the laying course <strong>and</strong> sub-base<br />
must have a minimum 10% fines value of 150kN.<br />
The selected test samples shall not be oven dried <strong>and</strong> should<br />
be soaked in water at room temperature for 48 hours before<br />
the test.<br />
Sub-base — Lower Layer<br />
A 250mm deep layer of stone. Grading to comply with:<br />
Sieve Size % Passing<br />
100mm 100<br />
63mm 90-100<br />
37.5mm 60-80<br />
20mm 15-30<br />
10mm 0-5<br />
Sub-base — Upper Layer<br />
A 100mm deep layer of graded 20-5mm crushed stone.<br />
Filter Fabric<br />
The upper filter fabric grade will vary according to the precise<br />
application. For information on geotextiles <strong>and</strong> filter fabrics<br />
contact Polyfabrics Australia Pty Ltd (02) 4627 6444.<br />
Laying Course<br />
50mm depth of 2 - 5mm single size (near as possible) clean<br />
crushed stone.<br />
Paver<br />
Pavers are to be Hydrapave as manufactured by <strong>Boral</strong><br />
Masonry. Colour to be specified by project engineer.<br />
Joint Filling<br />
2 - 5mm single size clean stone applied at the rate of<br />
approximately 1 - 2 kg/m 2.<br />
Strip Drain<br />
119 (incl. nibs) 234 (incl. nibs)<br />
64 40 7<br />
64 40 76 40 6<br />
Specification of strip drains should be provided by the<br />
project hydraulic or stormwater engineer.<br />
Hydrapave Nominal Size: 230mm x 115mm<br />
80