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  1. Jmorgans1122

    Soils testing. Previously compacted fill material is now saturated

    The contractor backfilled an area adjacent to a plinth beam with a 3/16 minus limestone material and will be supporting a slab on grade (I'm not sure if the fraction is exactly correct but the material had no large aggregate and was mostly fines). The material was placed in 8" lifts, compacted...

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