MANUAL 4 - Construction Industry Development Board
MANUAL 4 - Construction Industry Development Board
MANUAL 4 - Construction Industry Development Board
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<strong>MANUAL</strong> 4 – BITUMINOUS PAVEMENT SEALS<br />
4. <strong>Construction</strong><br />
4.1 Preparation of surface of base<br />
• Sweep the road clean. All loose material and mud that has been brought onto the<br />
surface by traffic must be removed.<br />
• Stake out width of road to be surfaced, marking out the centre and edge of the road<br />
with a chalk line.<br />
• Before any slurry is placed, the spreading team must check and rectify the levels of<br />
the base, before laying the 10 mm thick slurry to give a final thickness of 6 mm for the<br />
slurry surface.<br />
• Place the 10 mm rails along the centre line or quarter points and on edge of the road,<br />
and check the accuracy of the base levels and remove any high spots where a cover of<br />
less than 8 mm is obtained. Isolated low spots can be accommodated with extra slurry,<br />
up to a maximum of 20 mm. Large aggregate in the base can be treated with a 2 kg<br />
hammer to ensure a minimum of 8 mm cover.<br />
• If necessary, lightly spray the surface with a diluted 1: 6 emulsion (1 litre emulsion<br />
to 6 litres water). Normally with an ETB, this should only be necessary if the road has<br />
been exposed to traffic for an extended period. This application of emulsion and water<br />
could be regarded as lightly tacking the surface (only necessary if surface is scuffed<br />
and dry).<br />
• Protect any kerbs, drains, etc. from the emulsion spray. (Photo 4.17)<br />
• Use reinforced paper for the construction joints at the beginning and end of each<br />
spray.<br />
Photo 4.17: Protection of kerbs, drains, etc.<br />
IMPLEMENTING EMPLOYMENT INTENSIVE ROAD WORKS 40