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  1. chuck22044

    Rockery Design with broken stone backfill

    Re: Thread 255-322322; I'm familiar with FHWA CFL/TD-06-006; I've a contractor that want's to use granite blast rubble for backfill behind an 18ft tall rockery. Very angular but randomly graded (4in to 24in pieces). Any ideas about weight and lateral pressures or potential problems? (I'm always...

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