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<br />~ <br /> <br />l~erial Testino Laboraloriec) <br />3905 KIDRON ROAD. LAKELAND, FLORIDA 33811 . TELEPHONE: (941) 647-28n <br />FAX: (941) 647-1no <br /> <br />Moisture-Density Relations of Soil <br />Laboratory Compaction Test <br /> <br />ASTM <br /> <br />01557 <br /> <br />Method <br /> <br />A <br /> <br />Client: <br />Project: <br />Pennit #: <br /> <br />Ryman Construction <br />7320 Highland Loop <br />8867 <br /> <br />Date: 9/15/99 <br />Project No: 6815 <br />Lab No: 2P <br /> <br /> <br />110 <br /> <br />109 <br /> <br />(Dry Density -Ibs.lcu.ft.) <br />108 Max. Dry Density 109.6 per <br />Optimum Moisture ~ <br /> <br />107 <br /> <br />106 <br /> <br />8 9 10 11 12' 13 14 <br /> <br />MOISnJRE (%) <br />Date Sampled: 9/13/99 Sampled By: AI McOhin <br />Location Sampled: Building pad area; one foot below to natural ground <br />Visual Oassification: Gray fine sand <br /> <br />Report Distn'bution: <br />Client <br />City of Zephyrhills <br />File <br /> <br />Tested By: <br />Checked By: <br /> <br /> <br />PtocTClIlfill <br /> <br />Environmental Consultanta, SoM, Concrete and M~.rlala Quality Control Te6ting <br /> <br />:i:0"d <br /> <br />0LLtLt>9tt>6 <br /> <br />~NI~S3~ '~I~3dWI W~ ~~:0t 66-9t-d3S <br />