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Lime rock Stabilized Base: is a graded base material that at least 97% (by weight) of the material shall pass a 3 1/2 inch sieve and the material shall be graded uniformly down to dust. The fine material shall consist entirely of dust of fracture. For this use the Lime rock material shall meet the requirements of section 911-5.2.1 of the Department of Transportation’s Standard Specification except that 97% shall pass the 1 1/2 inch sieve.
Commercial Materials: Materials may be either lime rock, shell rock, cemented coquina or shell base sources approved in accordance with 6-3.3.
Local Materials: Local materials used for stabilizing may be soils or recyclable materials such as crushed concrete, roof tiles and asphalt coated base or reclaimed pavement provided the following limits for Organic Content are met.
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