Laserfiche WebLink
<br />~ <br /> <br />I~erjal TesUno Laboralorie6 <br /> <br />3905 KIORON ROAD. LAKELANO. FLORIDA 33811 . TELEPHONE: (941) 647-2Sn <br />FAX: (941) 647.1 no <br /> <br />SOIL TESTING. FIELD DENSITY. <br />PERCENTAGE OF COMPACTION REPORT <br /> <br />Project: <br />Client: <br />Job No.: <br />Date: <br />Permit #: <br /> <br />7320 Highland Loop <br />Ryman Construction <br />6815 <br />9/15/99 <br />8867 <br /> <br />Lab No.: <br />Technician: <br />Contractor: <br />Weather: <br /> <br />ID <br />A. McGhin <br />Client <br />Clear <br />Page 1 of 1 <br /> <br />ASTM: 02937 IN PLACE FIELD DENSITIES DATE MADE <br />TEST tYPE: BaafilJ IN-SITU ,IN-PLACE DRY <br />TEST . MOISTURE DENSrO' <br />NO .,LOCAD P.ERCENJ' PClf, <br />1 Building pad area~ southwest 8.9 109.9 109.6 9S <br />comer - ade level <br />2 Building pad area~ southwest 7.3 106.5 109.6 97 95 <br />comer - l' below ade <br />3 Building pad area; southwest 8,8 106.2 109.6 97 95 <br />comer - 2' below ade <br />4 Building pad area~ center - grade 6,9 108.6 109.6 99 9S <br />level <br />5 Building pad area; center - l' 8.6 105.5 109.6 96 95 <br />below ade <br />The percentage of compaction for the in-place density tests are based on laboratory Moisture <br />Density Relations Tests D 1 557 A as follows: <br /> <br /> <br /> <br />tp <br />1()9,6 . <br />10.6 <br /> <br /> <br />Report Distribution: <br />Client <br />City of Zephyrhills <br />File <br /> <br />By: <br /> <br />EnvllOnmental Consul1ants, Soil, Concrete and Materials Quality Control Testing <br /> <br />...0'd <br /> <br />0"-"-1"-"'91"'6 <br /> <br />~NI~S3~ '~I~3dWI W~ 2~:01 66-91-d3S <br />