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Kingscote Streets Upgrades - Kangaroo Island Council

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6.4.3 Quality Testing<br />

Where direct by the Superintendent, the Contractor shall dig test holes in the pavement at specified<br />

locations to ensure that minimum pavement thicknesses.<br />

The contractor shall undertake testing of the granular pavement at the following minimum frequency:<br />

Table 6.1<br />

Quality Testing Requirements for Granular pavements<br />

Item Test Type Minimum Testing Frequency<br />

Granular pavement material Particle Size Distribution One test per 1,000 tonne<br />

Atterberg Limits<br />

Los Angeles Value<br />

One test per 1,000 tonne<br />

One test per 1,000 tonne<br />

Recycled material Foreign Materials Content One test per 1,000 tonne<br />

Each granular material type Maximum Dry Density 1 per material type<br />

Optimum Moisture Content<br />

1 per material type<br />

Pavement compaction Field Dry Density 1 per 300 m 2 or min of 3<br />

Pavement Moisture Field Moisture content 1 per field dry density<br />

Finished pavement for spray seal Pavement hardness 3 or as specified by spray seal<br />

designer<br />

If approved by the Superintendent frequency of field dry density testing for granular pavement layers<br />

may be reduced to for areas greater than 2,000 m 2 .<br />

Ref No. 20120236SA1 <strong>Kingscote</strong> <strong>Streets</strong> <strong>Upgrades</strong> Technical Specification 27

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