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G1 GRAVEL

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The base material appears to be a well graded mix; it would be a matter of plotting it and comparing it to a Fuller or Weymouth curve. The sub-base is less intense. An aggregate mix does not have to meet anything other than what is spec'd; whether it works is another issue. Many jurisdictions have a standard Granular 'A' or 'A' Base and these often have a similar gradation. Maybe someone on the forum can advise if there is a 'legal' or 'standard' Granular 'A'. I've only seen the gradation spec'd and have never compared the specs for it.

Dik
 
Try looking in the standard specifications of the department of transportation for the state or other jurisdiction where it would be used.

It could be like "Item 4" in parts of New York, a generic term for subbase gravel still in use, long after the relevant specification has been renamed. If that's the case, use the current spec. Since there is no spec for "Item 4," it could be pretty much anything that looks like subbase at first glance.
 
Is it a local definition? It's just a matter of doing a sieve analysis to see that it conforms to the gradation... and a check of the constituent components for their conformance.

Dik
 
Material Spec for Item 4 (1962)
IMG_0307_xcewbi.jpg


IMG_0308_dqwqsr.jpg
 
bridgebuster:

Could you give us the book title, author & publisher and the copyright date, plus any other information you wish to share about it.

Thank for the post.

Jim
 
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